AG-0116-S-12-0061-01_conformed_.pdf

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Solicitation�AG�0116�S�12�0061�01� � � Coon�Cove�LTF�Access�Road�Reconditioning� � p.�3�of�30�

Section B Supplies or Services and Prices/Costs

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

001� Coon�Cove�LTF�Access�Road�� 1� JOB� $________� $________� � Reconditioning� � Base�Work� � As�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

� PAY�ITEMS� �

15101,�Mobilization� �

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� LS� $________� ����������$________��

� 20301,�Removal�of�log�stringer�bridge�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� EA� $________� ����������$________��

� *� 20404,��Borrow�excavation�,�placement�method�1�(CQ)�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1,300� CY� $________� ����������$________��

� 30301,�Reconditioning�of�roadbed,�compaction�A� �

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 4.50� MI� $________� ����������$________��

� 55606,�Bridge�approach�railing�Type�II�Class�A,�W�beam� �

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� EA� $________� ����������$________��

� 57101,�Prefabricated�bridge�superstructure—�� � design,�fabricate,�deliver,�and�install� �

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� EA� $________� ����������$________��

� 57106,�Prefabricated�bridge�substructure—�� � fabricate,�deliver,�and�install� �

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� LS� $________� ����������$________��

Solicitation�AG�0116�S�12�0061� � � Coon�Cove�LTF�Access�Road�Reconditioning� � p.�4�of�30�

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

60201�18,�18"�corrugated�metal�pipe�0.064"�thickness�for�steel�� or�0.060"�thickness�for�aluminum,�method�(C),�2�2/3�x�1/2"�corrugations��

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 130� LF� $________� ����������$________��

� 60201�24,�24"�corrugated�metal�pipe�0.064"�thickness�for�steel�or�� � 0.060"�thickness�for�aluminum,�method�(C),�2�2/3�x�1/2"�corrugations� �

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 180� LF� $________� ����������$________��

� 60201�48,�48"�corrugated�metal�pipe�0.079�thickness�for�steel�or�method�(C),�� � 2�2/3�x�1/2"�corrugations�0.079�thickness�for�steel�or�method�(C),�3�x�1"�corrugations� �

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 80� LF� $________� ����������$________��

� *� 62501,�Seeding,�dry�method�(without�mulch)�(CQ)�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1.70� AC� $________� ����������$________��

� 65101,�Pit�development�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� EA� $________� ����������$________��

� 807(2),�Medium�Sized�Crawler�Excavator�with�Operator�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 28.0� HR� $________� ����������$________��

� *� An�asterisk�above�indicates�a�Contract�Quantity�(CQ).��See�FP�03�§109.02.�

Note�1:��Payment�for�bond�premiums�shall�not�be�in�addition�to�contract�price.��The�Contractor�shall� include�bond�premiums�in�pay�item�15101�Mobilization.�� Note�2:��The�quantities�shown�above�are�approximate�unless�designated�as�a�contract�quantity.��The� Contractor�shall�limit�pay�quantities�to�the�quantities�staked,�ordered,�or�otherwise�authorized�before� performing�the�work.��Payment�will�be�made�for�the�actual�quantities�of�work�performed�and�accepted� or�material�furnished�according�to�the�contract.��No�payment�will�be�made�for�work�performed�in�excess� of�that�staked,�ordered,�or�otherwise�authorized.��See�FP�03�§109.05.�

Coon�Cove�LTF�Access�Road�Reconditioning� � p.�5�of�30�

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

101� OPTION�1�� 1� JOB� $________� $________�

� On�the�8334000�Road� � as�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

� PAY�ITEMS� �

20404,�Borrow�Excavation,�Placement�Method�1��

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 3,000� CY� $________� ����������$________��

� 60201�18,�18"�corrugated�metal�pipe�0.064"��thickness�for�steel�or�� � 0.060"�thickness�for�aluminum,�method�(C),�2�2/3�x�1/2"�corrugations�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 210�� LF� $________� ����������$________��

� 6020124,�24"�corrugated�metal�pipe�0.064"��thickness�for�steel�or�� � 0.060"�thickness�for�aluminum,�method�(C),�2�2/3�x�1/2"�corrugations�

�� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 150� LF� $________� ����������$________��

102� OPTION�2�� 1� JOB� $________� $________�

� On�the�8334000�Road� � as�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

� PAY�ITEM� �

30103,�Crushed�Aggregate�type�base,�grading�C�1�compaction�B�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1.70� MI� $________� ����������$________�� �

Coon�Cove�LTF�Access�Road�Reconditioning� � p.�6�of�30�

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

103� OPTION�3�� 1� JOB� $________� $________�

� On�the�8334000�Road� � as�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

� PAY�ITEM� �

30103,�Crushed�Aggregate�type�base,�grading�C�1�compaction�B�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1.70� MI� $________� ����������$________��

104� OPTION�4�� 1� JOB� $________� $________�

� On�the�8334000�Road� � as�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

� PAY�ITEM� �

30103,�Crushed�Aggregate�type�base,�grading�C�1�compaction�B�

� 0.90� MI� $________� ����������$________��

Coon�Cove�LTF�Access�Road�Reconditioning� � p.�7�of�30�

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

105� OPTION�5�� 1� JOB� $________� $________�

� On�the�8330000�Road� � as�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

� PAY�ITEM� �

30103,�Crushed�Aggregate�type�base,�grading�C�1�compaction�B�

� 1.70� MI� $________� ����������$________��

106� OPTION�6�� 1� JOB� $________� $________�

� On�the�8330000�Road� � as�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

� PAY�ITEM� �

30103,�Crushed�Aggregate�type�base,�grading�C�1�compaction�B�

� 1.70� MI� $________� ����������$________��

Coon�Cove�LTF�Access�Road�Reconditioning� � p.�8�of�30�

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

107� OPTION�7�� 1� JOB� $________� $________�

� On�the�8330000�Road� � as�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

� PAY�ITEMS� �

30103,�Crushed�Aggregate�type�base,�grading�C�1�compaction�B�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1.10� MI� $________� ����������$________��

� 55602,�Timber�Bridge�Rail�Retrofit�Improvements�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� LS� $________� ����������$________��

� 55606,�Install�Bridge�Approach�Railing�System,�Type�11,�Class�A,�W�Beam�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� EA� $________� ����������$________��

� 57105,�Prefabricated�Bridge�Substructure�—�Fabricate,�Deliver,�and�� � Install�70�ft�MBD�Bridge�Substructure�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� LS� $________� ����������$________��

Coon�Cove�LTF�Access�Road�Reconditioning� � p.�8.1�of�30�

ITEM NO. SUPPLIES/SERVICES QTY UNIT UNIT PRICE AMOUNT

108� OPTION�8�� 1� JOB� $________� $________�

� On�the�8334000�Road� � as�described�in�Section�C�and�other� � sections�of�this�contract�along�with� � drawings�and�specifications�

The�below�listed�pay�items�are�established�for�the�purpose�of�progress�payments� under�the�contract�clause�at�FAR�52.232�5,�Payments�Under�Fixed�Price� Construction�Contracts.��The�sum�of�the�pay�item�amounts�shall�not�exceed� the�line�item�amount�above.�

PAY�ITEMS� �

*�20404,�Borrow�Excavation,�placement�method�1�(CQ)�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 500� CY� $________� ����������$________��

� 55606,�Bridge�Approach�Railing,�Type�II�Class�A,�W�beam�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� LS� $________� ����������$________��

� 57101,�Prefabricated�bridge�superstructure—design,�fabricate,� � deliver,�and�install�

� QTY� UNIT� UNIT�PRICE� ����������AMOUNT��

� 1� LS� $________� ����������$________��

� 57106,�Prefabricated�Bridge�Substructure�—�fabricate,�deliver,�and�� � install��

� 1� LS� $________� ����������$________��

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Coon�Cove�LTF�Access�Road�Reconditioning� � p.�9�of�30�

Section C Description/Specifications/Statement of Work

C.1. Project Scope

(a) Description. This project involves reconditioning 4.3 miles of road. Work includes reconditioning roadway; rock ditching and excavation and side casting of ditch debris;

production, haul and placement of rock borrow; removal of culverts and a log bridge; clearing brush from the roadway and drainage structure inlets; furnishing and installing culverts and a 60-ft bridge; seeding and fertilizing exposed organic soils; pit development; and mobilization.

Optional work items in the contract include producing, hauling, placing, and compacting base aggregate on 8.8 miles of road; replacing native log bridge sills and backwalls with pressure treated wood substructure; providing and installing bridge rail retrofit including approach rails;

removing two 36” cmp’s; furnishing and installing a second 60-ft bridge; and seeding and fertilizing as shown in the drawings.

(b) Intent. The intent of the contract is to provide for the complete construction of the project described in the contract with its attachments. Unless otherwise provided, the contractor is to furnish all labor, materials, equipment, tools, transportation, and supplies and perform all work required to complete the project in reasonably close conformity with the drawings and specifications, and in accordance with the provisions of the contract. Payment for contract work will be made only for and under those pay items included in the Section B.

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

(c) Location. The project is located on the Ketchikan / Misty Fiords Ranger District of the Tongass National Forest. It is approximately 14 air miles northwest of Ketchikan Alaska. It can be reached only by floatplane or boat. The road systems can be accessed by the Forest Service Shelter Cove Marine Access Facility (MAF) located in Carroll inlet, or at Coon Cove located in George Inlet where there is a loading ramp only.

C.2. Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects, FP-03

(a) The Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects, FP-03 (U. S. Customary Units), are incorporated by reference. The requirements contained in these specifications are hereby made a part of this solicitation and any resultant contract.

(b) FLH Standard Specifications (FP-03) can be obtained from the Federal Highway Administration Home Page on the Internet. It is in electronic format at— � � � http://www.wfl.fhwa.dot.gov/design/specs/fp03.htm� or for purchase online at— � � � http://bookstore.gpo.gov/�

(c) This contract contains a supplemental specification to FP-03. FP-03 and the supplemental specification must be read in conjunction with each other.

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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.

Coon�Cove�LTF�Access�Road�Reconditioning� � p.�11�of�30�

Section E Inspection and Acceptance

E.1. Federal Acquisition Regulation (FAR) (48 C.F.R.) Clauses

FAR Clause Title and Date 52.246-12 Inspection of Construction (AUG 1996) 52.252-2 Clauses Incorporated by Reference (FEB 1998)

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

http://www.acquisition.gov/far

E.2. Inspection Before final acceptance, all areas occupied by the Contractor in connection with the work shall be cleaned of all Contractor's rubbish, excess materials, temporary structures, and equipment, and all parts of the work area shall be left in a neat and presentable condition.

Coon�Cove�LTF�Access�Road�Reconditioning� � p.�12�of�30�

Section F Deliveries or Performance

F.1. Federal Acquisition Regulation (FAR) (48 C.F.R. 48) Clauses

52.242-14 Suspension of Work (APR 1984) 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984) fill-ins: 10, October�18,�2013 Alternate I (APR 1984) fill-in: August�31,�2012 52.211-18 Variation in Estimated Quantities (APR 1984) 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):

F.2. Effect of Option Exercise on Period of Performance If the Government exercises an option item amenable to the contract clause at FAR 52.217-7 Option for Increased Quantity—Separately Price Line Items, the end date of the period of performance as shown in 52.211-10 above shall— [ X ] remain unchanged.

[ ] be extended to N/A.

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Section G Contract Administration Data

G.1. Submission of Invoices

(a) This clause supplements the contract clause at FAR 52.232-27, Prompt Payment for Construction Contracts.

(b) The designated billing office is Tongass�National�Forest,�Attn:�Contracts,�648�Mission�St,�Ketchikan�

AK�99901.

(c) Paper invoices are contemplated. If the Contractor chooses to submit a facsimile or e-mail invoice, the Government will not be responsible for any failure attributable to the transmission of receipt of the invoice including, but not limited to—

(1) Receipt of garbled or incomplete invoice.

(2) Availability or condition of the receiving facsimile equipment or e-mail system or account.

(3) Incompatibility between the sending and receiving equipment or systems.

(4) Delay in transmission or receipt of invoice.

(5) Failure of the Contractor to properly identify the invoice.

(6) Absence or unavailability of the person to whose attention or account the facsimile or e-mail is sent.

G.2. Utility Services

(a) This clause supplements the contract clause at FAR 52.236-14, Availability and Use of Utility Services.

(b) The following utility services are available at the work site: None.

G.3. Prework or Preconstruction Conference

(a) This clause supplements the contract clause at FAR 52.236-26, Preconstruction Conference.

(b) The location for the preconstruction conference is: Ketchikan,�Alaska.

G.4. Progress Payments

(a) This clause supplements the contract clause at FAR 52.232-5, Payments Under Fixed- Price Construction Contracts.

(b) Progress payments [ ] will [X] will not be made more frequently than monthly.�

(c) In the preparation of estimated for progress payments, material delivered to the Contractor at locations other than the work site [ ] will [X] will not be considered.

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Section H Special Contract Requirements

H.1. Reserved.

H.2. Order of Precedence—Drawings and Specifications

(a) This clause supplements the clause at FAR 52.214-29 Order of Precedence—Sealed Bidding or FAR 52.215-8 Order of Precedence—Uniform Contract Format, if included in this solicitation or contract.

(b) The Contractor shall promptly notify the Contracting Officer in writing of inconsistencies in this solicitation or contract and its attachments.

(c) Drawings.

(1) Figured dimensions generally have precedence over scaled dimensions.

(2) Large-scale contract drawings generally have precedence over small-scale contract drawings.

(3) Schedules on contract drawings generally have precedence over any conflicting notations on contract drawings.

(d) Specifications. Special, supplemental, or project specifications generally have precedence over standard specifications.

H.3. Landscape Preservation

(a) The Contractor shall—

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

(2) Schedule and conduct operations to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.); and install silt fencing around areas immediately next to streams and ponds to mitigate suspended sediments when designated on the drawings.

(3) Collect and return waste motor oils, fuels, lubricants, bitumens and similar hydrocarbons to the supplier; and comply with the requirements of 40 CFR 279, Standards for the Management of Used Oil.

(4) Obtain necessary permits for floating camps, floats, shore ramps, and other appurtenances associated with project operations from the appropriate State of Alaska and federal Agencies, including—

(i) DNR – Alaska Department of Natural Resources.

(ii) ADEC – Alaska Department of Environmental Conservation.

(iii) ADGC – Alaska Department of Governmental Coordination.

(iv) EPA – US Environmental Protection Agency.

(v) DA, COE – US Army Corps of Engineers.

(vi) USCG – US Coast Guard.

(b) The Contractor shall not—

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

(2) Discharge hydrocarbon products on the ground, use them for road oiling, or bury them in a landfill.

(3) Operate mechanized equipment in live streams without written approval of the Contracting Officer.

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(c) Creek Crossings. The Contractor shall schedule and conduct bridge and instream work to minimize disturbance to streams.

(1) The Contractor shall—

(i) Submit a written equipment crossing plan to the Contracting Officer for approval 14 calendar days before creek crossing is planned. Two machine crossings will be permitted between 7/18 and 8/15 for all streams designated on the drawings as fish streams. Outside of this time period, no machine crossings will be permitted if fish eggs are present in the gravel or adult fish are present in the stream; otherwise two machine crossings will be permitted.

(ii) Limit machine crossings to two times for all live streams not designated on the drawings as fish streams with pipes 48” and larger to be installed.

(2) The Contractor shall not—

(i) Cross streams without Contracting Officer approval.

(ii) Leave temporary bridges in place between September 15 and March 15, unless approved in advance in writing by the Contracting Officer.

H.4. Use of Premises

(a) The Contractor shall obtain written approval from the Contracting Officer before opening or operating on National Forest land or lands administered by the Forest Service any camp, quarry, borrow pit, storage area, detour, or bypass site, other than AS�SHOWN�ON�THE�DRAWINGS.

A camp is interpreted to include the campsite or trailer parking area of any employee or subcontractor working on the project for the Contractor. Such approval, if granted, will be without charge to the Contractor.

(b) Sanitation Facilities. The Contractor shall provide and maintain the following facilities for the work force at the camp, unless provided otherwise in this contract.

(1) Drinking water meeting State of Alaska drinking water regulations 18 AAC 80 regarding potable water supplies for drinking, washing and cooking.

(2) Wastewater disposal complying with State of Alaska wastewater disposal regulations 18 AAC 72 for domestic sewage.

(3) Solid waste systems, the design, operation, and maintenance of which meet all federal, state, and local requirements, and meet State of Alaska solid waste management regulations (18 AAC 60) and federal regulations contained in 40 CFR 243, 40 CFR 245, 40 CFR 257, and 40 CFR 258. The Contractor shall remove solid wastes and/or residues and dispose of in approved commercial landfills.

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

(c) The Contractor shall not begin any camp development, either land-based or floating, until it has submitted a plan for development, occupation, and cleanup and obtained approval of the plan from the Contracting Officer. The plan shall include—

(1) Location and size of the proposed camp development, including a map.

(2) Wastewater system.

(3) Number of people who will use the site and proposed dates of occupancy.

(4) Power supply system.

(5) Water supply system.

(6) Building layout, shop area, living quarters.

(7) Road and trail layout.

(8) Clearing limits and slash disposal locations.

(9) Borrow areas.

(10) Dock and access location.

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

(12) Incinerator location and ash disposal plan.

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H.5. Contractor’s Use and Maintenance of Existing Roads

(a) The Contractor is authorized to use roads in the immediate construction project area for performance of work under this contract. Such roads are those which are necessary for direct access to designated borrow sites, quarries, stockpile sites, waste areas, campsites, equipment unloading ramps, and other approved work areas. The roads authorized for use will be subject to the following general conditions—

(1) Federal Regulations contained in 36 CFR 261.12; except vehicle weight will not exceed that of AASHTO HS20-44 and/or U80 Loading. The Contractor shall submit written requests to the Contracting Officer for approval to use L90 and U102 overload Loadings on roads authorized for use. Regulations prohibit damaging a road or blocking a road open to use by others, except as otherwise provided in Special Project Specification 104.

(2) The Government will not snowplow roads for the Contractor's use. The Contractor may snowplow any road designated for his use. A permit defining snowplowing requirements is required and will be issued by the District Ranger, upon request by the Contractor. The Contractor shall repair any damage to the road structure caused by snow removal operations.

Vehicles, other than conventional over-the-snow vehicles (snowmobiles), will not be permitted to use roads when there is an average of more than 4” of snow unless the road has been snowplowed.

(b) The Contractor is responsible for and will perform road maintenance on Forest Service roads in the construction area commensurate with his use. The Contractor shall perform road maintenance at such intervals that prevent deterioration of the roadway, or as directed by the Contracting Officer.

H.6. Road Maintenance Requirements

(a) The Contractor shall perform road maintenance work on the required roads in accordance with the following instructions—

(1) Maintain existing roadbed by blading and shaping the traveled way and shoulders.

Do not undercut banks. Maintain established drainage structures and/or berms, and place additional drainage structures/berms where necessary to protect embankments.

(2) Perform all seasonal weather cleanup, including removal of bank sloughs, minor slides and fallen timber, which can be accomplished by a motor patrol grader equipped with a front end blade, or comparable equipment, and by the use of hand tools. Replace material eroded from fill slopes and clean out drainage ditches and culverts subject to the above equipment limitations.

(b) The Contractor shall deposit the material removed from slides or other sources in locations approved by the Contracting Officer.

H.7. Emergency Control

(a) The Contractor shall immediately extinguish all fires on or in the vicinity of the project which are caused by the Contractor's operations, employees, or subcontractors, whether or not set directly or indirectly as a result of construction operations, with or without direction by the Forest Service, and without expense to the Government. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation deemed necessary by the Government resulting from fires set or caused by Contractor's employees or subcontractors or resulting from construction operations.

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

(c) The Contractor shall provide fire fighting equipment during the fire season from May 10 to August 31, and during any other period of fire danger designated by the Contracting Officer.

The Contractor shall—

(1) Furnish rust-free fire tools to equip all workers employed in Contractor's operations at each separate work site, as shown in the table below. Maintain tools in serviceable condition

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

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

(i) Equipped with a turbine-driven exhaust supercharger such as the turbocharger, with no exhaust bypass;

(ii) A multi-position engine, such as on a chain saw, which is equipped with screen arrester, as described in the Forest Service Spark Arrester guide [Note: A spark arrester, which does not meet the requirements in this guide may be approved upon submission of acceptable proof that the arrester is at least 80 percent efficient in retention, attrition, or destruction of carbon particles. Such arrester may be required to meet higher standards as improvements in design and efficiency are discovered.];

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

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

(3) Properly install and constantly maintain in serviceable condition all exhaust equipment described in this clause, including spark arresters and mufflers.

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

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

(ii) 4-pound size or larger carbon dioxide type.

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

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

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

H.8. Construction Stakes, Lines, and Grades

(a) Contractor's Responsibilities. The Contractor shall perform all construction staking in accordance with the requirements of specifications Section 152 except for the following item(s)—

The�Government�will�mark�the�clearing�limits�around�rock�borrow�sources�on� National�Forest�Land.�

(b) Contractor's Responsibilities. The Contractor shall perform all construction staking and grade establishment, except for the following item(s)—

The�Government�will�provide�initial�centerline�and�reference�controls�to�establish�� road�alignment�and�timber�structures.�Additional�staking�required�by,�and�installed�by,� the�Contractor�will�be�incidental�to�the�construction�of�the�pay�item.�

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H.9. Disposal of Merchantable Timber

(a) All timber meeting Forest Service merchantability standards logged during prosecution of this contract remains the property of the Government.

(b) The Contractor shall deck logs in the immediate vicinity in accordance with Section 201 of the specifications, and shall buck trees in various lengths to obtain the greatest utilization of material meeting the following utilization standards—

(1) The Minimum merchantable piece shall be 6” in diameter inside bark at small end, 12 feet in length, have a net scale of 33 1/3 percent of its gross scale for a sawlog or produce not less than 50 percent of its gross volume in firm usable pulp chips.

(2) Trim allowance shall be a maximum of 12” for log lengths up to 40 foot. An additional 2” of trim shall be allowed for each 10 foot of log length over 40 foot.

(c) The Contractor shall use humbolt undercut in felling merchantable timber, and shall buck all limbs flush with merchantable logs.

(d) All dead trees which are sufficiently tall to reach the roadbed are designated for cutting.

The Contractor shall fell other fire-dangerous dead trees or unstable live trees within 200-foot slope-distance of the center line of the road, when marked by the Forest Service. The Contractor shall treat all timber under this subsection meeting utilization standards in accordance with specifications Section201, Subsection 201.04, unless relieved in writing.

(e) The Contractor may cut and use timber designated by the Contracting Officer for construction without charge.

H.10. Local Material Sources

(a) Designated rock sources for this project are shown on sheet�16 of the Drawings— Road�8300000�MP�12.571� Road�8330000�MP�0.649.�2.047,�and�3.645�

(b) The Contractor shall submit a development plan to the Contracting Officer for approval prior to commencing any development activities.

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Section I Contract Clauses

I.1. Federal Acquisition Regulation (FAR) (48 C.F.R.) Clauses

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) 52.203-13 Contractor Code of Business Ethics and Conduct (APR 2010) 52.203-14 Display of Hotline Poster(s) (DEC 2007) 52.204-4 Printed or Copied Double- Sided on Recycled Paper (AUG 2000) 52.204-7 Central Contractor Registration (JUL 2006) 52.209-6 Protecting the Government's Interest when Subcontracting with Contractors

Debarred, Suspended, or Proposed for Debarment (MAY 2008) 52.215-6 Audits and Records—Negotiation (OCT 2010) 52.215-8 Order of Precedence—Uniform Contract Format (OCT 1997) 52.211-11 Price Reduction for Defective Certified Cost or Pricing Data—Modifications

(OCT 2010)

52.215-13 Subcontractor Certified Cost or Pricing Data—Modifications (OCT 2010) 52.215-21 Requirements for Certified Cost or Pricing Data and Data Other Than

Certified Cost or Pricing Data—Modifications (OCT 2010) 52.217-7 Option for Increased Quantity—Separately Price Line Item (MAR 2005) fill-in: on�or�before�March�30,�2013 52.219-6 Notice of Total Small Business Set-Aside (JUN 2003) 52.219-8 Utilization of Small Business Concerns (MAY 2004) 52.219-14 Limitations on Subcontracting (DEC 1996) 52.219-28 Post-Award Small Business Program Rerepresentation (APR 2008) 52.222-3 Convict Labor (JUN 2003) 52.222-4 Contract Work Hours and Safety Standards Act—Overtime Compensation

(JUL 2005)

52.222-5 Davis-Bacon Act—Secondary Site of the Work (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 (JUN 2010) 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) 52.222-23 Notice of Requirement for Affirmative Action to Ensure Equal Employment

Opportunity for Construction (FEB 1999) fill-ins: minority 6.9, female 15.1 52.222-26 Equal Opportunity (MAR 2007) 52.222-27 Affirmative Action Compliance Requirements for Construction (FEB 1999)

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52.222-35 Equal Opportunity for Veterans (SEP 2010) 52.222-36 Affirmative Action for Workers with Disabilities (OCT 2010) 52.222-37 Employment Reports on Special Disabled Veterans, Veterans of the Vietnam

Era, and other Eligible Veterans (SEP 2010) 52.222-50 Combating Trafficking in Persons (FEB 2009) 52.222-54 Employment Eligibility Verification (JAN 2009) 52.223-2 Affirmative Procurement of Biobased Products under Service and

Construction Contracts (DEC 2007) 52.223-3 Hazardous Material and Material Safety Data (JAN 1997) 52.223-5 Pollution Prevention and Right-to-Know Information (AUG 2003) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-17 Affirmative Procurement of EPA-designated Items in Service and

Construction Contracts (MAY 2008) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving

(AUG 2011)

52.225-9 Buy American Act—Construction Materials (SEP 2010)

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

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

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

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

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

(2) Does not include bulk cargo, as defined in section 3 of the Shipping Act of 1984 (46 U.S.C. App. 1702), such as agricultural products and petroleum products.

“Component” means an article, material, or supply incorporated directly into a construction material.

“Construction material” means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies.

However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

“Cost of components” means—

(1) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(2) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

“Domestic construction material” means—

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if—

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic;

or

(ii) The construction material is a COTS item.

“Foreign construction material” means a construction material other than a domestic construction material.

“United States” means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements the Buy American Act (41 U.S.C. 10a - 10d) by providing a preference for domestic construction material. In accordance with 41 U.S.C. 431, the component test of the Buy American Act is waived for construction material that is a COTS item (see FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows:

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None.�

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that—

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American Act is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American Act to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American Act.

(1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including—

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American Act applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American Act applies, use of foreign construction material is noncompliant with the Buy American Act.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign�and�Domestic�Construction�Materials�Price�Comparison� Construction�Material�Description�� Unit�of�Measure�� Quantity�� Price�(Dollars)1�� Item�1:�� ��� ��� ��� � Foreign�construction�material�� _______�� _______�� _______�� � Domestic�construction�material�� _______�� _______�� _______�� Item�2:�� _______�� _______�� _______�� � Foreign�construction�material�� _______�� _______�� _______�� � Domestic�construction�material�� ��� ��� �� 1Include�all�delivery�costs�to�the�construction�site�and�any�applicable�duty�(whether�or�not�a�duty� free�entry�certificate�is�issued).� List�name,�address,�telephone�number,�and�contact�for�suppliers�surveyed.�Attach�copy�of� response;�if�oral,�attach�summary.� Include�other�applicable�supporting�information.�

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)

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52.228-11 Pledges of Assets (SEP 2009) 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 (OCT 2010) 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 2010) 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) Alternate I (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) 52.243-6 Change Order Accounting (APR 1984) 52.244-6 Subcontracts for Commercial Items (JUN 2010) 52.245-1 Property Records (JUN 2007) 52.245-2 Government Property Installation Operation Services (JUN 2007) 52.245-9 Use and Charges (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…