AG-0116-S-09-0097_greentop-cabin.pdf

OMB APPROVAL NO. 2700-0042

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

AG-0116-S-09-0097

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

6/11/2009

PAGE OF PAGES

1 80

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

#286361

6. PROJECT NO.

7. ISSUED BY CODE 8. ADDRESS OFFER TO

Tongass National Forest Federal Building, 648 Mission Street Ketchikan, AK 99901

Same as Block 7

9. FOR INFORMATION

CALL:

A. NAME

Tonya Rymer B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(503) 668-1739

SOLICITATION

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

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

GREENTOP CABIN and TRAIL RESTORATION

The Government's estimate is between $100,000 and $250,000.

NOTE:

(1) This solicitation is a Request For Proposals. Selection will be based on an evaluation described in Section M.2. Please review Section M.1, M.2, M.3, and L.10 prior to submitting your offer.

(2) This is a Competitive HUB-Zone Set-Aside procurement. All eligible and responsible HUB-Zone sources may submit a proposal. Any questions about eligibility should be directed to the Offeror’s cognizant Small Business Administration Office. The North American Industrial Classification System code for this procurement is 236220.

11. The Contractor shall begin performance within 10 calendar days and complete it by September 1, 2010 after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See Section F.2.)

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

(If “YES,” indicate within how many calendar days after award in Item 12B.)

YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8 by 2:00 PM (hour) local time July 13, 2009 (date). If this is a sealed bid solicitation, offers must 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.

B. An offer guarantee is, is not required.

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.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Computer Generated Prescribed by GSA FAR (48 CFR) 53.236-1(e)

OFFER (Must be fully completed by offeror)

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

17. The offeror agrees to perform the work at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government 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.

AMOUNTS

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

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

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return ____ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requirements identified on this form and any continuation sheets for the consideration stated in this contract.

The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by reference in or attached to this contract.

29. AWARD (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

BY

31C. AWARD DATE

Computer Generated STANDARD FORM 1442 BACK (REV. 4-85)

Greentop Cabin and Trail Restoration AG-0116-S-09-0097

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

ITEM NO. DESCRIPTION PAY

UNIT

UNIT UNIT

PRICE

TOTAL

932(01) Corduroy

LF

1,526

931(01) Corduroy Bridge LF 66 $_______ $__________ 937(01) Log Riser Steps (LRS) EA 8 $_______ $__________ 912(01) Full Bench LF 76 $_______ $__________ 938(01) Sign Post (SP) EA 3 $_______ $__________ 940(01) Cabin Restoration LSQ 1 $_______ $__________ 940(02) Pit Toilet LSQ 1 $_______ $__________ 951(01) Mobilization LSQ 1 $_______ $__________

TOTAL ALL ITEMS

* METHOD OF MEASUREMENT: AQ = ACTUAL QUANTITIES; LS = LUMP SUM

NOTE: This contract presents two options for construction which will be implemented fully and exclusively. Please indicate which OPTION (A or B) will be selected for your proposal.

Prices Submitted By:

Signature: Phone:

Vendor Name: Fax:

Address: Email:

City/State/Zip TIN#

DUNS#

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 PROJECT DESCRIPTION AND LOCATION

(a) Description: The project is for the repair and restoration of a log cabin and trail improvements. Work on the cabin includes removal and repair of decayed wall logs, grading, wood gutters, and painting. Trail work includes brushing, grading, constructing log corduroy, small bridges, steps, and signs. Because this project is located within a designated Wilderness Area, all work will be accomplished with non-motorized tools on National Forest Land.

(b) Location and Facilities: The project is at a remote site at Greentop Harbor, located on Yakobi Island, 11 miles southwest of Pelican, Alaska. It is within the designated West Chichagof - Yakobi Wilderness. It is accessible by boat or floatplane. There are no utilities at the project site. The contractor may use the cabin, if available, during a consecutive 30 day period under the stipulations described in Section H.3.

(c) Price Range: Between $100,000 and $250,000.

(d) Pre-bid Tour: none scheduled

(e) Period of Performance: See Section F.2, Clause 52.211-10.

(f) Government-Furnished Property: (For details see also Section H Government Furnished Materials):

1). Standing and down Alaska Yellow Cedar timber for the contractor’s use in the construction of the various log structures.

2). Three signs for installation by the contractor.

C.2 TECHNICAL SPECIFICATIONS

(a) The technical specifications included in Section J are hereby made part of this solicitation and any resultant contract.

(b) The following specifications (including Region 10 Specifications and Special Project Specifications) are hereby made a part of this solicitation and any resultant contract.

FOREST SERVICE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION AND

MAINTENANCE OF TRAILS, em-7720-103, (1996).

Copies of the Forest Service Specifications can be purchased from:

Government Books Store, 905 Second Ave. Seattle, WA 98714, (206) 553-4270.

C.3 SPECIAL PROJECT SPECIFICATION LIST

Section 901—Abbreviations, Acronyms, and Terms Section 902—Definitions Section 903—Intent of Contract Section 904—Maintenance for Traffic

Section 905—Control of Materials Section 906—Measurement and Payment Section 907—Quality Assurance and Quantity Measurement Section 911—Clearing and Grubbing Section 912—Excavation and Embankment and Full Bench Trail Section 931—Corduroy Bridge Section 932—Corduroy Section 937—Log Riser Steps Section 938—Signpost

Section 940—Cabin Restoration ` Section 951—Mobilization

Section 901—Abbreviations, Acronyms, and Terms

901.01 Terms, Organizations, and Standards.

(a) Specification Terms. These specifications are generally written in the imperative mood. In sentences using the imperative mood, the subject “the Contractor,” is implied. Also implied in this language is “shall,” “shall be,” or similar words or phrases. In material specifications, the subject may also be the supplier, fabricator, or manufacturer supplying material, products, or equipment for use on the project. Wherever “directed,” “required,” “prescribed,” or similar words are used, the “direction,” “requirement,” or “order” of the CO is intended. Similarly, wherever “approved”, “acceptable”,” suitable”, “satisfactory”, or similar words are used, they mean “approved by,” “acceptable to,” or “satisfactory to” the CO. The word “will” generally pertains to decisions or actions of the CO.

Whenever in these specifications, or in other contract documents, the following terms (or pronouns in place of them) are used, the intent and meaning shall be interpreted as follows: reference to a specific standard, test, testing method, or specification shall mean the latest published edition or amendment that is in effect at the solicitation issue date for the public works contracts.

(b) Abbreviations and Acronyms AQ Actual Quantities CL Centerline CO Contracting Officer DQ Design Quantities EA Each hr hour LF Linear Feet LS Lump Sum LSQ Lump Sum Quantities NW No Work NBS National Bureau of Standards PS Product Standard issued by the U.S. Department of Commerce SHT Sheet WCLIB West Coast Lumber Inspection Bureau WWPA Western Wood Products Association

Section 902—Definitions

When the following terms, or pronouns in place of them, are used in these specifications or in other contract documents, the intent and meaning are as follows:

Base Course. The layer or layers of specified material of designed thickness placed on a trailbed to support surfacing.

Batter. A backward and upward slope of the face of a wall.

Berm. The ridge of material formed on the outer edge of the trail that projects higher than the tread.

Borrow. Suitable materials taken from approved sources designated on the drawings or on the ground, to be used for embankments and backfilling.

Bridge. A structure, including supports, erected over a depression or stream, and having a deck to carry traffic.

Catch Point. The outer limits of a trailway where the excavation and/or embankment intersect with the ground line.

Clearing Limit. The area over and beside the trail that is cleared of trees, limbs, and other obstructions.

Compacted. Consolidation that is obtained by tamping or rolling suitable material until no noticeable displacement of material is observed.

Contracting Officer (CO). An official of the Government with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings. The term includes certain authorized representatives of the CO acting within the limits of their authority as delegated by the CO.

Danger Tree. An unstable tree 5 inches or greater in diameter at breast height that is likely to fall across the trail.

Designated on the Ground. The location of materials, work areas, and construction items, including lines and grades, marked on the ground with stakes, flagging, tags, or paint.

Drawings. Documents showing details for construction of a facility, including but not limited to straight-line diagrams, trail logs, standard drawings, construction logs, plan and profile sheets, cross-sections, diagrams, layouts, schematics, descriptive literature, and similar materials.

Duff. Organic material overlying rock or mineral soil.

Embankment. A structure of suitable material placed on the prepared ground surface and constructed to the trailbed elevation.

Excess Excavation. Material in the trailway in excess of that needed for construction of designed trailways.

Ford. A water-level stream crossing constructed to provide a level surface for safe traffic passage.

Full Bench. Trailbed constructed entirely on undisturbed material.

Grade. The vertical distance of ascent or descent of the trail expressed as a percentage of the horizontal distance.

Header Rock. Rock laid with the narrow end towards the face of the wall.

Inslope. Where the trail tread is sloped downward toward the backslope.

Mineral Soil. Soil or aggregate that is free from organic substances and contains no particles larger than 2 inches at their greatest dimension.

Outslope. Where the trail tread is sloped downward toward the embankment or daylight side of the trailway.

Sideslope. The natural slope of the ground, usually expressed as a percentage.

Slough. That material from the backslope or the area of the backslope that has raveled onto the trailbed.

Slump. Where the trailbed material has moved downward, causing a dip in the trail grade.

Special Project Specification. Specifications that detail the conditions and requirements peculiar to an individual project, including additions and revisions to the standard specifications.

Surfacing. Material placed on top of the trailbed that provides the desired tread.

Suitable Material. Rock that can be accommodated in the trail structure, and soil free of duff with a recognizable granular texture.

Switchback. A reverse in direction of trail grade with a level landing used to change elevation on a steep slope, usually involving special treatment of the approaches, barriers, and drainages.

Trailbed. The finished surface on which base course or surfacing may be constructed. For trails without surfacing the trailbed is the tread.

Trailway. The portion of the trail within the limits of the excavation and embankment.

Tread. The surface portion of the trail upon which traffic moves.

Turnout. A short section of extra trail width to provide for passage of trail users.

Waterbar. A structure used for turning water off the trail, usually made of logs or stones.

Water Courses. Any natural or constructed channel where water naturally flows or will collect and flow during spring runoff, rainstorms, etc.

Section 903—Intent of Contract

903.01 Intent. The intent is to provide for the completion of the project described in the contract.

Furnish all labor, materials, equipment, tools, transportation, utilities, and supplies, and perform all work required to complete the project in accordance with drawings, specifications, and provisions of the contract.

The project is located in a remote area with no available utilities. Paid reserved use of the Greentop Cabin is allowed and camping may be permitted in other approved locations in compliance with Section H, Use of Premises.

Section 904—Maintenance for Traffic

904.01 General. Before any suspension of work, take precautions necessary to prevent damage to the project, such as temporary detours, approaches, crossings, or intersections, and make provisions for normal drainage and to minimize erosion.

Section 905—Control of Materials

905.01 Handling Materials. Transport, handle, and store all materials at designated sites to preserve their quality and fitness for the work. Locate stored materials to facilitate their prompt inspection.

Arrangements for storage on other than designated sites are the responsibility of the contractor. Restore all storage sites to original condition after use.

Section 906—Measurement and Payment

906.01 General. Measurement and 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 incidental and included in the payment of the PAY ITEMS in the SCHEDULE OF ITEMS.

When more than one class, size, or thickness is specified in the SCHEDULE OF ITEMS for any PAY ITEM, suffixes will be added to the item number to differentiate between the items.

906.02 Determination of Quantities. The following measurements and calculations are to be used to determine contract quantities for payment:

Measure Log Riser Steps, and Sign Posts as each.

Measure Corduroy, Corduroy Bridge, and Full Bench in linear feet measured along the centerline and parallel to the finished grade.

Measure all work related to the Cabin Restoration as Lump Sum Quantity (LSQ).

Manufacturer’s tolerances will be accepted unless controlled by tolerances in the cited specifications.

906.03 Units of Measurement. Payment will be made by units defined and determined according to standard measure and by the following:

(a) Each (EA). One complete unit, which may consist of one or more parts.

(b) Lump Sum (LS). The quantities that denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job.

(c) Linear Feet (LF). Measurement in feet taken along the centerline of the trail and parallel to the finished grade.

906.04 Methods of Measurement. One of the following methods of measurement for determining final payment is DESIGNATED ON THE SCHEDULE OF ITEMS for each PAY ITEM:

(a) Designed Quantities. These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, and drawings. Changes in the number of units DESIGNATED IN THE SCHEDULE OF ITEMS may be authorized under the following conditions:

(1) As a result of changes in the work approved by the CO.

(2) As a result of the CO determining that errors exist in the original design that cause a PAY ITEM quantity to change by 15 percent or more.

(3) As a result of the contractor submitting to the CO a written request showing evidence of errors in the original design that cause a PAY ITEM quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

(b) Actual Quantities (AQ). These quantities are determined from measurement of completed work or certified receipts.

(c) Lump Sum Quantities (LSQ). These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job.

Section 907—Quality Assurance and Quantity Measurement

Description

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

Construction

907.02 Certification and Measurements

(a) 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.

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

Measurement

907.03 Method. There will be no separate measurement for this item.

Payment

907.04 Basis. Payment will be considered incidental to other pay items in this contract.

Section 911—Clearing and Grubbing

911.01 Work. Work consists of clearing, grubbing, trimming, removing, and treating trees, logs, limbs, branches, brush, plants, and other vegetation within the clearing limits. Also included are the protection from injury or defacement of trees and other objects not designated for removal, and the treatment of damaged trees.

Construction

911.02 Clearing Limits. Clear to the dimensions 24 inches each side of the trail centerline. For full bench construction, clear to the top and bottom of the cut slope.

911.03 Material to Be Cleared. Remove and dispose of trees, logs, limbs, branches, brush, herbaceous plants, and other vegetation within the clearing limits, except for live brush, herbaceous plants, and trees between the trailway and clearing limits that are less than 12 inches in height and less than ½ inch diameter at ground line.

Except as provided above, cut all limbs and branches within 7 feet of the ground and more than 1/2 inch in diameter that extend into the clearing limits. Cut tree limbs flush with the outside of the branch collar and cut brush at the ground surface.

911.04 Damaged Trees. When felling, cutting, or trimming, do not cause bark damage to standing timber. If damage does occur to standing trees, treat the injured trees in an approved manner. Remove and dispose of trees with major roots exposed by construction that are rendered unstable.

911.05 Disposal of Clearing Slash, Logs, Stumps, Brush, and Roots. Limb all felled trees to a 4 inch diameter top, including designated danger or damaged trees outside the clearing limits.

Consolidate all products of clearing and grubbing in approved locations outside the clearing limits and out of sight of the trail.

Do not place clearing and grubbing debris in water courses, snow ponds, lakes, meadows, or in locations where it could impede the flows to, through, or from drainage structures.

Measurement

911.06 Method. There will be no separate measurement for this item.

Payment

901.07 Basis. Clearing and Grubbing will be considered incidental to other pay items in this contract, and additional payment will not be made.

Section 912—Excavation and Embankment and Full Bench trail

912.01 Work. Work consists of the excavation and placement of excavated material, regardless of its nature, from within the trailway or from other sources, SHOWN IN THE SCHEDULE OF ITEMS.

Includes excavation, embankment, and backfill construction required to shape and finish the trailbed, ditches, and backslopes and to construct other work items.

Construction

912.02 Use and Disposal of Excavated Material. Conserve and use all suitable material for specified work. Excavated rock suitable for specified project work and approved may be conserved and used.

Conserve and use herbaceous vegetation and moss removed during excavation to revegetate excavated areas to provide a neat appearance.

In forested area, place excess and unsuitable excavation beyond the downslope edge of the trailbed. Do not obstruct drainage and spread to a depth not exceeding 4 inches. This includes any material removed in the grubbing operation and deposited in the same area.

In muskeg areas, contain excavated materials and use in work as specified or dispose of in approved locations out of sight of the trail. Do not place uncontained excavated material directly on the muskeg surface.

Place rocks over 4 inches in greatest dimension not used in construction on the downslope side so that the tops are at least 6 inches lower than the trailbed surface. Ensure that no blockage of drainage or creation of a windrow effect occurs.

912.03 Trailway Excavation and Embankment. Minor deviations of ± 12 inches in vertical alignment and 3 feet in horizontal alignment with smooth transitions of at least 30 feet on each side of the deviation are acceptable unless otherwise SHOWN ON THE DRAWINGS.

Measurement

912.04 Method. There will be no separate measurement for this item, except for Full Bench which will be measured in accordance with Section 906.

Payment

912.05 Basis. Excavation and embankment will be considered incidental to other pay items in this contract, and additional payment will not be made, except for Full Bench, which will be for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN

THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

912(01) Full Bench……………………........................................LF

Section 931— Corduroy Bridge

931.01 Work. This work consists of constructing corduroy bridges, including excavation, backfill, approach fill, and mud sills.

Materials

See also:

SECTION H, Government Furnished Materials

932.02 Corduroy. Use Alaska Yellow Cedar trees. Select sound standing dead trees free from shake or rot. If sufficient dead trees are not available, obtain approval prior to cutting any live trees. Harvest in conformance with Section H, Government Furnished Material.

Construction

931.03 General. Construct bridges at locations shown on the TRAIL LOG.

931.04 Excavation and Embankment. Perform excavation and embankment in accordance with Section 912.

931.05 Mud Sills. Construct mud sills at each end of the span in the location staked on the ground.

Construct mud sills to be level, bedded evenly, and buried to the depth necessary for the bottom of the log stringers to clear the ground surface by a minimum of 6".

Hew sill logs to provide a bearing surface for the log stringers and to provide the log stringers with a level top surface. Do not hew sill logs more than one-third their diameter. Do not level the top surfaces of the log stringers by shimming or notching their ends.

Measurement

931.06 Measurement. Measure quantities in accordance with section 906.

Payment

931.07 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

931(01) Corduroy Log Bridge………........................................LF

Section 932 — Corduroy

932.01 Work. This work consists of constructing log corduroy including excavation and backfill.

Materials

See also:

SECTION H, Government Furnished Materials

932.02 Mineral Soil. Use mineral soil such as glacial till, sand, fine gravel, or other material as approved from approved sources.

932.03 Corduroy. Use Alaska Yellow Cedar trees. Select sound standing dead trees free from shake or rot. If sufficient dead trees are not available, obtain approval prior to cutting any live trees. Harvest in conformance with Section H, Government Furnished Material.

Construction

932.04 Sample corduroy segment. Construct and obtain approval of a 10 feet long sample section of corduroy prior to constructing any other corduroy on the project. This will include examples such as material quality, adze treatment, finished elevation, bedding, stability, disposal of excess excavated material, etc. If deficiencies are noted, reconstruct the sample section to meet requirements. When approved, this sample will serve as a standard for other corduroy on the project. Approved samples may be incorporated into the final work.

932.05 Surface Treatment. Texture a flat surface area of puncheon with an adze to provide an evenly textured surface.

932.06 Bedding. Excavate to provide uniform bedding for each piece of corduroy. Excavate only amount required to provide proper bedding, do not over-excavate. Add or remove bedding material to provide required surface elevation and relationship between adjacent pieces of corduroy.

Measurement

932.07 Measurement. Measure quantities in accordance with section 906.

Payment

932.08 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

932(01) Corduroy ……………………........................................LF

Section 937—Log Riser Steps

937.01 Work. This work consists of constructing Log Riser Steps (LRS) including excavation and backfill.

Materials

See SECTION H, Government Furnished Materials

937.02 Log Riser Steps. Use Alaska Yellow Cedar trees. Select sound standing dead trees free from shake or rot. If sufficient dead trees are not available, obtain approval prior to cutting any live trees.

Harvest in conformance with Section H, Government Furnished Material.

Construction

937.03 Log Riser Steps. Use single logs for the entire riser. Locate steps to provide rise and grade between as shown on the drawings.

Measurement

937.04 Method. Measure in accordance with Section 906.

937.05 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

937(01) Log Riser Steps, Type LRS ..................... ...................EA

Section 938—Signpost

938.01 Work. This work consists of constructing Signposts including excavation and backfill.

Materials

See SECTION H, Government Furnished Materials

938.02 Signposts. Use Alaska Yellow Cedar trees. Select sound standing dead trees free from shake or rot. If sufficient dead trees are not available, obtain approval prior to cutting any live trees. Harvest in conformance with Section H, Government Furnished Material.

Use galvanized bolts meeting the requirements of ASTM A307, Grade A, and hot-dipped galvanized meeting the requirements of ASTM A-153.

Construction

938.03 Place signposts where staked. Peel logs prior to installation. Install FS provided signs as shown on the drawings.

938.04 Method. Measure in accordance with Section 906.

938.05 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

938(01) Signpost……………… ……..........................................EA

Section 940—Cabin Restoration and Pit Toilet

940.01 Work. This work consists of all work related to the restoration of the existing Greentop log cabin including wall and foundation repair, wannigan repair, application of log oil sealer, gutter replacement, grading and ditching. It also includes the construction of a pit toilet.

Materials

940.02 Gutter replacement. Lumber to be Alaska Yellow Cedar, Grade: #1 or btr. Use stainless steel fasteners.

940.03 Log Oil Sealer. Use X-100 Natural Seal, Color: Clear. The product is manufactured by ABR Products, (800) 346-7532. The Alaska representative for sales is Jan Hanson (907) 394-1908.

940.04 Pit Toilet. For pole stock use Alaska Yellow Cedar harvested from onsite sources. For lumber use Alaska Yellow Cedar or Western Red Cedar from offsite sources.

Construction

940.05 Log Oil Sealer. Apply log oil sealer to all exposed exterior wood surfaces, including rafter tails, doors, walls, shingles, posts, window trim, etc. Apply 2 coats of X-100 Natural Seal, clear. Flood sealer onto log walls with a low pressure sprayer to saturate from the top down, brush sealer into wood with soft-bristle truck washing brush or equivalent. Do not apply more than the wood will accept.

Thoroughly soak all surfaces to seal, including end grain and cracks. Application rate may require 1 gallon per 75 square feet for the first coat and 1 gallon per 150 square feet for the second coat.

Provide rain-proof plastic tenting on entire project and allow one week minimum dry time before applying finish. Maintain effective tenting until 2 days after finish is completed and approved.

Clean all glass surfaces. Do not allow sealer to drip onto ground.

Remove sealer containers and supplies from project site and dispose properly.

940.06 Pit Toilet. Construct pit toilet at staked location near cabin. Excavate pit as shown on drawings.

940.07 Method. Measure in accordance with Section 906.

940.08 Basis. Pay for the accepted quantities in accordance with Section 906 at the contract unit price for each PAY ITEM SHOWN IN THE SCHEDULE OF ITEMS.

Make payment under:

PAY ITEM PAY UNIT

940(01) Cabin Restoration…………......................... ................LSQ 940(02) Pit Toilet…………………………………………… … ..LSQ

Section 951—Mobilization

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

951.02 Basis. Pay for the accepted work at the contract unit price for the PAY ITEM SHOWN IN THE

SCHEDULE OF ITEMS.

Make progress payments for mobilization as follows:

(a) Reimburse for bond premiums before issuing the Notice to Proceed if evidence of payment is received.

(b) 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.

(c) 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.

(d) Pay any unpaid amount for mobilization upon final acceptance of all work items.

951(01) Mobilization ................................................. ............. LS

SECTION D--PACKAGING AND MARKING

D.1 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.

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

52.246-12 Inspection of Construction (AUG 1996) http://www.arnet.gov/far/

SECTION F--DELIVERIES OR PERFORMANCE

F.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/

52.242-14 Suspension of Work (APR 1984)

F.2 FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984) Alternate I (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 September 1, 2010. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by March 1, 2010. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 Administration

(a) CONTRACTING OFFICER’S REPRESENTATIVE. The Contracting Officer will designate a representative, hereinafter referred to as the Contracting Officer’s Representative (COR) or, alternatively, as the Engineer, who will provide on-the-ground administration for the Government. The COR will be designated in writing and a copy of the designation will be furnished to the Contractor before or at the prework conference. The Contractor is cautioned to read the COR designation because certain authority under the contract is reserved solely for the Contracting Officer. The term “Contracting Officer” as used throughout the contract shall be interpreted to include the Contracting Officer’s designated representative(s) acting within the limits of their delegation of authority.

(b) CONTRACTOR’S REPRESENTATIVE. Any representative of the Contractor shall be designated in writing. The designation shall clearly indicate the name and limitations of authority, if any, of the representative.

G.2 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 within a reasonable time after award and prior to the issuing of a Notice To Proceed.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 Order of Precedence – Requirements, Specifications & Drawings

Any inconsistency in the specifications of this solicitation and any resultant contract shall be resolved by giving precedence in the following order:

a). Section H – Special Contract Requirements b). Contract Drawings (Section J) 1). Drawings, figured dimensions over scaled dimensions 2). Drawings, large scale drawings over small scale drawings 3). Schedules on drawings over notations on drawings c). Section C – Specifications 1). Special Project Specifications 2). Trail Construction Log d). Staking on the ground e). Forest Service Standard Specifications for Construction and Maintenance of Trails, September 1996

H.2 Landscape Preservation

a) No foot traffic or movement of materials or equipment is allowed over uncompleted and unprotected portions of the trail. Workers shall walk away from the trail centerline, dispersing their travel route, to avoid walking on uncompleted portions of the trail. Rehabilitate and revegetate sites where damaged has occurred to vegetation.

b). Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams and rivers.

Pollutants such as raw sewage and other harmful materials shall not be discharged into or near streams and rivers or into natural or manmade channels leading thereto.

Waste motor oil, fuel, lubricant, bitumen and similar hydrocarbons shall be collected and returned to the supplier. They shall not be wasted on the ground or buried.

H.3 Use of Premises a). Before any camp, storage area, or access is opened or operated on National Forest land, written permission shall be obtained through the Contracting Officer. A camp includes the campsite of any employee working for the Contractor. Such permission, if granted, will be without charge to the Contractor. The Contractor will follow all rules and regulations specific to the use of the National Forest.

b). If available, the Greentop Cabin may reserved at contractor expense for up to 7 days. Reservations may be made at www.recreation.gov.

http://www.recreation.gov/

If additional days of cabin use are desired, the Forest Service will secure reservations for up to 25 additional days. Notify the COR of the desired days for use for the cabin so the Forest Service can secure reservations; if the cabin has been previously reserved the cabin will be unavailable during that period.

If the cabin is used, provide firewood to replace used firewood and provide one additional cord of firewood placed in the cabin wannigan.

c).The area may be frequented by brown bears, which may become habituated to humans and may be attracted by activity and food. In the campsite, store food in a bear-proof container or hang at least 12 feet above ground. Avoid leaving any food scraps at any time in camp or on the trail.

d). Sanitation Facilities: Unless provided otherwise, the Contractor shall provide and maintain the following facilities:

1. Potable water supplies for drinking, washing, and cooking shall meet the State of Alaska drinking water regulations 18 AAC 80. Drinking water may not be available at the camp location.

2. Domestic sewerage shall meet the State of Alaska wastewater disposal regulations 18 AAC 72.

3. Solid waste shall be removed and disposed of in an approved manner.

4. Fuel storage shall meet the requirements of 40 CFR 112 (Oil Pollution Prevention).

e). Provide a plan for camp development, occupation and clean-up prior and obtain approval prior to any camp development activities. The plan should contain the following information:

1. Layout and location of the proposed camp.

2. Number of users and dates of occupancy.

3. Sewage and waste disposal systems.

4. Layout of cooking, sleeping and common areas.

5. Camp trails layout.

6. Equipment and fuel storage area and Spill Prevention Control and Countermeasure (SPCC) plan.

7. Fire prevention and control plan.

8. Site Restoration plan.

9. Mobilization and boating plan.

The Government shall review the Contractor's plan as submitted for completeness and applicability.

Proposed modifications of Contractor's plans will be discussed with the Contractor prior to approval.

f). There are no known eagle nest trees in the vicinity of the project area, but if such trees are discovered no disturbance will be allowed within 330 feet of the trees and additional mitigation measures may be applied.

g). All work completed on National Forest Land within the designated Wilderness Area shall be completed with non-motorized equipment. Motorized Equipment is defined as “Machines that use a motor, engine, or nonliving power sources. This includes, but is not limited to, such machines as chain saws, aircraft, snowmobiles, generators, motor boats, and motor vehicles. It does not include small battery or gas powered hand carried devices such as shavers, wristwatches, flashlights, cameras, stoves, or other similar equipment.”

Any restrictions placed on the use of motorized equipment would not apply on non-National Forest land, which extends to the mean high tide line. Therefore, boats, planes or other equipment operated below mean high tide would be allowed.

H.4 Construction Stakes, Lines, and Grades

The Government will field stake the beginning stations for work areas at the time of construction.

Provide any other construction survey work required to complete the project.

H.5 GOVERNMENT-FURNISHED PROPERTY

The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.

The Government will supply the following items at the locations described. The contractor is responsible for transportation of these materials to the work areas.

1) Alaska Yellow Cedar timber for constructing the various timber structures in this contract. Cut stumps flush with the ground or “rusticate” the top of stumps and place soil and moss on them to provide a natural appearance. Place tops and branches in locations out of sight of the trail.

Select timber in conformance with the following restrictions:

a). First utilize dead standing or down trees with sound heartwood collected from National Forest lands. For dead trees, no prior approval is required.

b). If sufficient quantity of dead trees are not available, select live trees dispersed in a manner that does not remove more than 30% of the stems in an area as approved. Obtain approval of trees before cutting.

c). Utilize all suitable timber to a 4” top. Cut only what is needed for work as staked.

3). Wood routed signs will be provided at the Greentop Cabin for installation by the contractor.

H.6 Disposal of Waste Material

Remove all waste material from the project area and dispose offsite.

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

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

52.202-1 Definitions (JUL 2004) 52.203-3 Gratuities (APR 1984) 52.203-5 Covenant Against Contingent Fees (APR 1984) 52.203-6 Restrictions on Subcontractor Sales to the Government (SEP 2006) 52.203-7 Anti-Kickback Procedures (JUL 1995) 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity (JAN 1997) 52.203-10 Price or Fee Adjustment for Illegal or Improper Activity (JAN 1997) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions (SEP 2007) 52.204-4 Printed or Copied Double-Sided on Recycled Paper (AUG 2000) 52.209-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (SEP 2006) 52.211-18 Variation in Estimated Quantity (APR 1984) 52.215-2 Audit and Records -- Negotiation (MAR 2009) 52.219-3 Notice of Total HUBZone Set-Aside (JAN 1999) 52.219-8 Utilization of Small Business Concerns (MAY 2004) 52.219-14 Limitations on Subcontracting (DEC 1996) 52.219-16 Liquidated Damages --Subcontracting Plan (JAN 1999) (Applicable if > $1 Million) 52.222-3 Convict Labor (JUN 2003) 52.222-4 Contract Work Hours and Safety Standards Act -- Overtime Compensation (JUL 2005) 52.222-6 Davis-Bacon Act (JUL 2005) 52.222-7 Withholding of Funds (FEB 1988) 52.222-8 Payrolls and Basic Records (FEB 1988) 52.222-9 Apprentices and Trainees (JUL 2005) 52.222-10 Compliance with Copeland Act Requirements (FEB 1988) 52.222-11 Subcontracts (Labor Standards) (JUL 2005) 52.222-12 Contract Termination - Debarment (FEB 1988) 52.222-13 Compliance with Davis-Bacon and Related Act Regulations (FEB 1988) 52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (FEB 1988) 52.222-21 Prohibition of Segregated Facilities (FEB 1999) 52.222-26 Equal Opportunity (MAR 2007) 52.222-27 Affirmative Action Compliance Requirements for Construction (FEB 1999) http://www.usda.gov/procurement/policy/agar.html

52.222-35 Equal Opportunity for Special Disabled Veterans, Veterans of the Vietnam Era, and other Eligible Veterans (SEP 2006)

52.222-36 Affirmative Action for Workers with Disabilities (JUN 1998) 52.222-37 Employment Reports on Special Disabled Veterans, Veterans of the Vietnam Era, and other Eligible Veterans (SEP 2006) 52.222-50 Combating Trafficking in Persons (FEB 2009) 52.223-2 Affirmative Procurement of Biobased Products Under Service and Construction

Contracts (DEC 2007) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-14 Toxic Chemical Release Reporting (AUG 2003) 52.223-15 Energy Efficiency in Energy-Consuming Products (DEC 2007) 52.225-13 Restrictions on Certain Foreign Purchases (JUN 2008) 52.227-1 Authorization and Consent (DEC 2007) 52.227-2 Notice and Assistance Regarding Patent and Copyright Infringement (DEC 2007) 52.227-4 Patent Indemnity -- Construction Contracts (DEC 2007) 52.228-2 Additional Bond Security (OCT 1997) 52.228-11 Pledges of Assets (FEB 1992) 52.228-12 Prospective Subcontractor Requests for Bonds (OCT 1995) 52.228-14 Irrevocable Letter of Credit (DEC 1999) 52.228-15 Performance and Payment Bonds – Construction (NOV 2006) 52.229-3 Federal, State, and Local Taxes (APR 2003) 52.232-5 Payments Under Fixed-Price Construction Contracts (SEP 2002) 52.232-17 Interest (OCT 2008) 52.232-23 Assignment of Claims (JAN 1986) 52.232-27 Prompt Payment for Construction Contracts (OCT 2008) 52.232-33 Payment by Electronic Funds Transfer – Central Contractor Registration (OCT 2003) 52.233-1 Disputes (JULY 2002) 52.233-3 Protest After Award (AUG 1996) 52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004) 52.236-2 Differing Site Conditions (APR 1984) 52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984) 52.236-5 Material and Workmanship (APR 1984) 52.236-6 Superintendence by The Contractor (APR 1984) 52.236-7 Permits and Responsibilities (NOV 1991) 52.236-8 Other Contracts (APR 1984) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

(APR 1984)

52.236-10 Operations and Storage Areas (APR 1984) 52.236-11 Use and Possession Prior to Completion (APR 1984) 52.236-12 Cleaning Up (APR 1984) 52.236-13 Accident Prevention (NOV 1991) 52.236-15 Schedules for Construction Contracts (APR 1984) 52.236-16 Quantity Surveys (APR 1984) 52.236-17 Layout of Work (APR 1984) 52.236-21 Specifications and Drawings for Construction (FEB 1997) 52.236-26 Preconstruction Conference (FEB 1995) 52.242-13 Bankruptcy (JUL 1995) 52.243-4 Changes (JUN 2007)

52.244-6 Subcontracts for Commercial Items (MAR 2009) 52.245-1 Property Records (JUN 2007) 52.245-2 Government Property (Fixed-Price Contracts) (JUN 2007) 52.246-21 Warranty of Construction (MAR 1994) 52.248-3 Value Engineering – Construction (SEP 2006) 52.249-2 Termination for Convenience of the Government (Fixed-Price) (MAY 2004)--Alternate I

(SEP 1996)

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

452.232-70 Reimbursement for Bond Premiums – Fixed-Price Construction Contracts (NOV 1996) 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) 452.236-77 Emergency Response (NOV 1996)

I.2 52.204-7 Central Contractor Registration (APR 2008)

(a) Definitions. As used in this clause—

“Central Contractor Registration (CCR) database” means the primary Government repository for Contractor information required for the conduct of business with the Government.

“Data Universal Numbering System (DUNS) number” means the 9-digit number assigned by Dun and Bradstreet, Inc. (D&B) to identify unique business entities.

“Data Universal Numbering System+4 (DUNS+4) number” means the DUNS number means the number assigned by D&B plus a 4-character suffix that may be assigned by a business concern.