S-10-0112 B-M.doc

AG-82B1-S-10-0112

SECTION B – SERVICES AND PRICES

South Zone Bridge Restoration Project – 2010 Cliff Creek Bridge Replacement - No. 326-03.2 Treated Timber Bridge Repairs – Avery & Red Ives Area St Joe Ranger District

Idaho Panhandle National Forests

Shoshone County, Idaho

B- 1 - SCHEDULE OF ITEMS –

CLIFF CREEK BRIDGE REPLACEMENT

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

20304

553A01

55301

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

62528

TOTAL $___________

TREATED TIMBER BRIDGE REPAIRS – AVERY AREA

BRIDGES INCLUDED: Frazier Creek Bridge No. 326-02.1

Manhattan Creek Bridge No. 326-07.0

Ward Creek Bridge No. 326-09.0

Adair Creek Bridge No. 1268-04.8

Little North Fork Clearwater River Bridge No. 301-32.0

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

15101b

(Frazier Creek Bridge No. 326-02.1)

(Ward Creek Bridge No. 326-09.0)

(Adair Creek Bridge No. 1268-04.8)

(Little North Fork Clearwater River Bridge No. 301-32.0)

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

62201d

TOTAL $___________

Treated Timber Bridge Repairs Schedule of Items requires bridges to be bid as Lump Sum (LS). See Drawings Sheets 2 - 8 for the work description and estimated quantities for each bridge. Item 151b - Mobilization price will include the costs to mobilize equipment to each bridge site as directed by the Contracting Officer under Section 622 – Rental Equipment bid items (Hydraulic Excavator & Large Dump Truck).

TREATED TIMBER BRIDGE REPAIRS – RED IVES AREA

BRIDGES INCLUDED: Gold Creek Bridge No. 1222-00.0 Red Ives Creek Bridge No. 218-09.9 Red Ives Creek Bridge No. 320-00.1 St Joe River Bridge No. 715-00.0 Heller Sherlock Creek Bridge No. 320-15.5

Medicine Creek Bridge No. 320-19.7

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

15101c

(Gold Creek Bridge No. 1222-00.0)

(Red Ives Creek Bridge No. 218-09.9)

(Red Ives Creek Bridge No. 320-00.1)

(St Joe River Bridge No. 715-00.0

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

(Heller Sherlock Creek Bridge No. 320-15.5)

(Medicine Creek Bridge No. 320-19.7)

62201f

TOTAL $___________

Treated Timber Bridge Repairs Schedule of Items requires bridges to be bid as Lump Sum (LS). See Drawings Sheets 9 - 16 for the work description and estimated quantities for each bridge. Item 151c - Mobilization price will include the costs to mobilize equipment to each bridge site as directed by the Contracting Officer under Section 622 – Rental Equipment bid items (Hydraulic Excavator & Large Dump Truck)..

*Designated Method of Measurement: DQ – Designed Quantities; AQ – Actual Quantities;

LSQ – Lump Sum Quantities; SQ – Staked Quantities Work for each of the eleven(11) bridge repairs under Section 574 - Bridge Repair, will include all work as SHOWN ON THE DRAWINGS for each bridge. Lump Sum work includes; glued laminated curbs, glued laminated abutment posts, glued laminated wingwall posts, object markers & wood posts, welded wire gabions, placed riprap, treated timber running plank, mud sill grouting, minor hot asphalt concrete, saw cutting asphalt concrete, treated timber end bumpers, treated timber backing plank, glued laminated pier post, crushed aggregate, minor equipment rental work, stream diversions, soil erosion and pollution control, contractor construction quality control and associated minor work items.

Only one construction award will be made under this contract solicitation.

NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization. Payment will be made on actual work performed as described in FP-03 in FP-03 unless otherwise noted.

SECTION C - DESCRIPTION AND SPECIFICATIONS

C- 1 - PROJECT DESCRIPTION AND LOCATION

(a) - Description of Work.

South Zone Bridge Restoration Project: The project consists of two types of construction work under one contract solicitation on the Avery Ranger District of the Idaho Panhandle National Forests as follows:

· Cliff Creek Bridge Replacement

· Treated Timber Bridge Repairs – Avery & Red Ives Area A brief description of the project work under each of the two work segments is as follows:

Cliff Creek Bridge Replacement:

The project involves the removal of an existing treated timber bridge and construction of a new 50’ span bridge with a prestressed concrete trideck beam superstructure on a precast concrete grade beam foundation. The bridge is located on Forest Service Road No. 326 at mile post 3.2.

The project work includes, but not limited to; removal of existing treated timber bridge structure, minor clearing and grubbing, structural excavation, placement of riprap, furnish and installation of precast concrete grade beams and wingwalls, furnish and installation of precast prestressed concrete trideck beams, excavation and embankment, crushed aggregate surfacing, minor equipment rental work, minor stream diversion, soil erosion and pollution control, contractor construction quality control and associated minor work items.

Treated Timber Bridge Repairs – Avery & Red Ives Area The project involves the upgrades and repairs to eleven(11) treated timber bridges in the Avery and Red Ives areas of the Idaho Panhandle National Forests.

The project work includes, but not limited to; removal and disposal of bridge components, glued laminated curbs, glued laminated abutment posts, glued laminated wingwall posts, object markers & wood posts, welded wire gabions, placed riprap, treated timber running plank, mud sill grouting, minor hot asphalt concrete, saw cutting asphalt concrete, treated timber end bumpers, treated timber backing plank, glued laminated pier post, crushed aggregate, minor equipment rental work, stream diversions, soil erosion and pollution control, contractor construction quality control and associated minor work items.

(b) - Project Location.

Cliff Creek Bridge Replacement: The project is located in the St Joe Ranger District of the Idaho Panhandle National Forest, approximately 12 miles northeast of Avery in Shoshone County, Idaho in Township 46N, Range 6E, Section 10. To access the project travel approximately 9 miles north from Avery, Idaho on North Fork St Joe River County Route No. 456 and 3.2 miles on Forest Service Development Road No. 326 to the project site at Cliff Creek. Refer to the vicinity map on the title sheet of the plans for project location.

Treated Timber Bridge Repairs The project sites are located in the St Joe Ranger District of the Idaho Panhandle National Forests on Forest Service Development Roads No. 326, No. 1268 and No. 301 in the vicinity of Avery and Forest Service Development Roads No. 1222, No. 218, No. 320 and No. 715 in the vicinity of Red Ives in Shoshone County, Idaho. Refer to the vicinity map on the title sheet of the plans for project location.

(c) - Price Range. $250,000 to $500,000

(d) - Pre-Solicitation Tour. No pre-solicitation site tour is scheduled for this project. Due to winter weather, project access by vehicle is not likely from November 15th to June 1st in a typical year.

With limited access to the project while this contract solicitation is advertised for bidding, Contractors are encourage to utilize the drawings which include pictures for each of the work sites. Contractors may choose to visit sites by snowmobile or contact Larry Shepherd at the address below to review the bridge inspection files for any of the bridge structures. A St Joe Ranger District map can be requested to identify bridge locations to assist with formulation of mobilization costs by calling or e-mailing Larry Shepherd (see e-mail and phone number below). This is a project that Contractor’s should be able to submit a comprehensive price proposal based on solicitation documents without a site visit. If there are any work items that the Contractor believes may create risk in pricing without a site visit, please address these items and concerns and submit with your price proposal.

(e) - Pre-Bid Conference: A pre-bid conference is not scheduled for this project. Due to winter weather project access by vehicle is not likely from November 15th to June 1st in a typical year. Interested bidders may obtain additional information by contacting Larry Shepherd at:

Technical Questions:

Larry Shepherd

USDA Forest Service

Supervisor’s Office

3815 Schreiber Way

Coeur d’Alene, Idaho 83815

Telephone: (208) 765-7408 e-mail: lshepherd@fs.fed.us

(f) - Start Work. It is estimated that the notice to proceed under this contract will be issued in early February of 2010 to facilitate the contract submittal process and contractor’s ordering of prestressed concrete beams, precast concrete bridge components and treated timber bridge materials. On site work is anticipated for July 15, 2010 through October 1, 2011 (See Period of Performance for Cliff Creek Bridge Replacement below).

(g) - Period of Performance. See Part 1, Section F, Clause 53.211-10. All work under this contract has a completion date of October 1, 2011 with a mandatory construction period for specific phases of the project as follows:

· Cliff Creek Bridge Replacement – Due to this section of Road No. 326 being the concessionaire bus route for the Route of the Hiawatha Trail facility, this portion of the project must be completed between September 20, 2010 and October 15, 2010. See Section 156 of Supplemental Specification for the 12 day Road Closure Period allowed for the Cliff Creek Bridge replacement.

· Treated Timber Bridge Repairs – Due to the time it takes to secure the treated timber bridge components, number of bridge repair sites and fish window restrictions, this portion of the project will be completed by October 1, 2011.

(h) - Restrictions.

No temporary detour or work bridge will be allowed during removal and replacement of the Cliff Creek Bridge. It is the responsibility of the Contractor to schedule delivery of materials, equipment and all necessary supplies to the site to ensure that the bridge can be substantially completed without a work bridge within the above specified 12 day road closure. For delivery and setting of tri-deck bridge beams, there is a large staging area and turnaround on Road No. 326 at MP 2.9 (.03 miles from construction site). Beams will need to be delivered, turned around and backed from MP 2.9 to the bridge site at MP 3.2. If Contractor plans to use one large crane to set tri-deck beams, crane set up room is limited for crane and beam delivery truck positioning to set beams. Road access for delivery of beams from the other direction over Roland Pass Road No. 506 off I-90 on Montana side would have to be assessed by the Contractor.

Sheet 4 of 12 for Cliff Creek Bridge drawings show an area for Contractor to install 200 LF of orange safety fence north of the bridge construction site. This fenced area will be identified on the ground by the Forest Service, protected by Contractor with fence and is an archeological site that must not be disturbed during construction.

See Supplemental Specification Section156 (FP-03 Specifications) for road closure and traffic control signing requirements.

Project in-stream work for the project varies depending on work location within the Avery and Red Ives drainages that feed into the St Joe River and Clearwater River basins. In-stream work periods are established based on status of occupied bull trout and native cut throat streams. Contractor shall develop and submit an operating plan and erosion control plan 30 days prior to any in-stream work.

Site-by-site restrictions for in-stream work within the project area have been established contingent upon Contracting Officer’s approval of Contractor’s plan or operation to include BMP’s for sediment containment through the entire reach of each individual construction sites as follows:

Color Key for In-stream Work Dates:

July 15 – Sept. 1

July 15 – Oct. 31

Cliff Creek Bridge Replacement & Avery/Red Ives Treated Timber Bridge Repairs

C- 2 - GOVERNMENT-FURNISHED PROPERTY. None

C- 3 - STANDARD & SUPPLEMENTAL SPECIFICATIONS.

STANDARD SPECIFICATIONS: " FHWA FP-03 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS” are included in this solicitation by reference only. The requirements contained in these Specifications are hereby made a part of this Solicitation and any resultant contract.

Copies of the " FHWA FP-03 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS" are available for download at the following URL:

http://www.wfl.fha.dot.gov/design/specs/fp03.htm.

The following “FHWA FP-03 Standard Specifications FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS” are included in this solicitation by reference only. The requirements contained in these Specifications are hereby made a part of this solicitation and any resultant contract.

STANDARD SPECIFICATIONS. The following Standard Specifications are applicable to this contract and are included by reference:

Section

Title

Date

Preface

Section 101

Terms, Format, and Definitions

Section 102

Bid, Award, and Execution of Contract

Section 103

Scope of Work

Section 104

Control of Work

Section 105

Control of Material

Section 106

Acceptance of Work

Section 107

Legal Relations and Responsibility To the Public

Section 109

Measurement and Payment

Section 151

Mobilization

Section 152

Construction Survey and Staking

Section 153

Contractor Quality Control

Section 156

Public Traffic

Section 157

Erosion Control

Section 201

Clearing and Grubbing

Section 203

Removal of Structures and Obstructions

Section 204

Excavation and Embankment

Section 207

Earthwork Geotextiles

Section 208

Structural Excavation & Backfill for Selected Major Structures

Section 209

Structure Excavation and Backfill

Section 251

Riprap

Section 253

Gabions and Revetment Mattresses

Section 303

Road Reconditioning

Section 308

Minor Crushed Aggregate

Section 552

Structural Concrete

Section 553

Prestressed Concrete

Section 554

Reinforcing Steel

Section 555

Steel Structures

Section 622

Rental Equipment

Section 625

Turf Establishment

Section 701

Cement

Section 703

Aggregate

Section 704

Soil

Section 705

Rock

Section 709

Reinforcing Steel & Wire Rope

Section 711

Concrete Curing Material & Admixtures

Section 712

Joint Material

Section 713

Roadside Improvement Material

Section 714

Geotextile and Geocomposite Drain Material

Section 716

Material for Timber Structures

Section 717

Structural Metal

Section 718

Traffic Signing and Making Material

Section 725

Miscellaneous Material

SUPPLEMENTAL SPECIFICATIONS. The following Forest Service Supplemental Specifications are applicable to this contract and are physically included in this section:

Section

Title

Pages

Preface

Section 101

Terms, Format, and Definitions

Section 102

Bid, Award, and Execution of Contract

Section 103

Scope of Work

Section 104

Control of Work

Section 105

Control of Material

Section 106

Acceptance of Work

Section 107

Legal Relations and Responsibility To the Public

Section 108

Prosecution and Progress

Section 109

Measurement and Payment

Section 151

Mobilization

Section 152

Construction Survey and Staking

Section 153

Contractor Quality Control

Section 155

Schedules for Construction Contracts

Section 156

Public Traffic

Section 157

Erosion Control

Section 201

Clearing and Grubbing

Section 203

Removal of Structures and Obstructions

Section 204

Excavation and Embankment

Section 208

Structural Excavation & Backfill for Selected Major Structures

Section 209

Structure Excavation and Backfill

Section 251

Riprap

Section 253

Gabions and Revetment Mattresses

Section 272

Geocell Abutment Stabilization

Section 308

Minor Crushed Aggregate

Section 552

Structural Concrete

Section 553

Prestressed Concrete

Section 553A

Precast Concrete Structures

Section 574

Bridge Repairs

Section 622

Rental Equipment

Section 625

Turf Establishment

Section 703

Aggregate

Section 717

Structural Metal

Section 725

Miscellaneous Material

Section 736

Geocell

C- 4 – DRAWINGS

CLIFF CREEK BRIDGE REPLACEMENT

Description Page No.

Cover Sheet

General Notes & Quantities

Typical Bridge & Roadway Section

Road Plan & Profile

Bridge Elevation & Abutment Details

Abutment Plan & Elevation

Abutment Details

Superstructure Plan

Superstructure Details

Roadway Cross Sections

10-12

TREATED TIMBER BRIDGE REPAIRS

Description Page No.

Cover Sheet

AVERY AREA

Location Maps & Quantities

2-3

Frazier Creek – Bridge No. 326-2.1

Manhattan Creek – Bridge No. 326-7.0

Ward Creek – Bridge No. 326-9.0

Adair Creek – Bridge No. 1268-4.8

Little N.F. Clearwater River – Bridge No. 301-32.0

RED IVES AREA

Location Maps & Quantities

9-10

Gold Creek – Bridge No. 1222-0.0

Red Ives Creek – Bridge No. 218-9.9

Red Ives Creek – Bridge No. 320-0.1

St. Joe River Bridge No. 715-0.00

Heller Sherlock Creek – Bridge No. 320-15.5

Medicine Creek – Bridge No. 320-19.7

Project Standard Drawings R1906-1 Abutment Post Replacement

R1906-2 Abutment Post Replacement

R1908-1 Abutment Post Strengthening

R1908-2 Abutment Post Strengthening

R1910 Miscellaneous Repair Details

R1911 Gabion and Riprap Armoring

R1913-1 Timber Bridge Curb

R1913-2 Timber Bridge Curb

R1914 Pier Repair

R1915 Running Planks

C-5 – STATEMENT OF WORK/SPECIFICATIONS (AGAR 452.211-72) (FEB 1988)

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

C-6 – ATTACHMENTS TO STATEMENT OF WORK/SPECIFICATIONS (AGAR 452.211-73)

(FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

D - Packaging and Marking

(For this Solicitation there are SECTION NO clauses in this Section) SECTION E - Inspection and Acceptance

Periodic field inspections will be made by the Contracting Officer’s Representative (COR) or the COR’s designated Inspector. Work not completed to contract standards shall not be rejected and reworked without additional compensation to the Contractor.

52.246-1 Contractor Inspection Requirements. (APR 1984)

52.246-12 Inspection of Construction. (APR 1996)

SECTION F - Deliveries or Performance 52.211-10 Commencement, Prosecution, and Completion of Work. (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed. The completion date for this contract is October 30, 2010. The time stated for completion shall include final cleanup of the premises.

(End of clause)

452.236-75 Maximum Workweek - Construction Schedule. (NOV 1996)

52.242-14 Suspension of Work. (APR 1984)

Within 7 calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following in writing for approval:

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

(b) The hours (including the daily starting and stopping times) and days of the week the Contractor proposes to carry out the work.

The maximum workweek that will be approved is to be coordinated with the COR and approved by the Contracting Officer..

(End of clause)

SECTION G - Contract Administration Data

452.215-73 Postaward Conference. (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled within 14 days after the date of contract award. The conference will be held at a mutually agreed time and place.

(End of Clause)

SECTION H - Special Contract Requirements H- 1 - Fire Control

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

(b) Other Fires. For the purpose of fighting forest fires on or in the vicinity of the project which are not caused by the Contractor or the Contractor’s employees, the Contractor when requested by the Contracting Officer shall place the employees and equipment temporarily at the disposal of the Forest Service. Payment for such services will be made by the Government at not less than the current rate for fire-fighting services established by the Forest Service in the area concerned.

Any employees and equipment furnished will be relieved from fire fighting as soon as the Forest Service finds that it is practicable to employ other labor and equipment adequate for the protection of the area.

An equitable adjustment in contract time may be made for this period.

(c) Fire Protection Requirements - Fire Plan. At all times during closed fire season period, as specified by State law, the Contractor shall comply with each of the following provisions to the extent applicable to the Contractor’s operation under the contract.

(1) Fire Tools. The Contractor will provide for each employee in the contract area at least one approved handtool of a type appropriate in the contract area, such as shovel, pulaski, or ax. Tools required and furnished under (2) and (4) below, shall count toward fulfillment of the above requirement. Where additional tools, beyond those required under (2) and (4) below, are to be provided, the Contractor shall seal such tools in one or more boxes painted red and marked "Tools for Fire Only." All tools required herein shall be kept sharp and in good serviceable condition and maintained at locations to be designated by the Forest Service.

(2) Fire Extinguishers and Tools on Mobile or Stationary Equipment. Each unit of powered equipment used in connection with this contract, including automobiles, trucks, tractors, etc., shall be equipped with serviceable tools and fire extinguishers as follows:

One - fire extinguisher, dry chemical type of not less than 2-1/2 pound capacity with 4 BC or higher rating.

One - shovel, round point #0 lady or equal.

One - ax, 2 pounds or over, 26-inch minimum length, or one pulaski.

One - water container (at least 1-gallon capacity), not required with stationary equipment.

(3) Spark Arresters. Each internal combustion engine shall be provided with a spark arrester or spark arresting device approved by the Forest Service. Exceptions where the Forest Service may approve mufflers, or other equipment in lieu of spark arresters qualified and rated under Forest Service Standard 5100-1a are: (a) small multiposition engines, such as chain saws, shall meet Society of Automotive Engineers J335b standards; (b) passenger-carrying vehicles and light trucks may have baffle-type mufflers with tail pipe; (c) heavy-duty trucks may have a vertical stack exhaust system and muffler, provided the exhaust stack extends above the cab of the vehicle. An exhaust-driven turbocharger is considered to be a satisfactory spark arrester. Internal combustion engine exhaust systems, arresters, and other devices must be properly installed and maintained.

(4) Powersaws. For each powersaw used in connection with this contract, the following will be provided:

One - shovel, round point #0 lady or equal. Shovel must be immediately available for use.

One - Fire extinguisher, containing not less than 8 ounces of extinguisher fluid, or a dry chemical powder-type of not less than 1-pound capacity. The extinguisher must be immediately accessible to the saw operator at all times.

Any fueling or refueling of a power saw shall only be done in an area which has first been cleared or is free of all material capable of carrying fire; power saw shall be moved at least 10 feet from place of fueling before starting.

(5) Blasting. Fuse or prima cord shall not be used unless authorized in writing by the COR with special precautions stated.

(6) Smoking. Smoking shall not be permitted within the contract area except on surfaced or dirt roads, at landings, within closed vehicles, in camps, or at other posted places, and shall never be allowed while working or traveling on foot.

(7) Storage of Petroleum and Other Highly Flammable Products. Gasoline, oil, grease, or other highly flammable material will be stored either in a separate building used exclusively for such storage, or at a site where all combustible debris and vegetation is cleared away within a radius of 25 feet. Fire extinguishers and/or sand barrels may be required at such locations specified by the Forest Service when unusually hazardous conditions exist.

(8) Debris Burning and Warming Fires. Burning permits will be required for all debris burning fires. Lunch and warming fires may be allowed in fireproofed areas during periods of low fire danger if and as specified in the fire plan. Such fires must not be left burning unattended.

(9) Precautions for Stoves. Stovepipes on all temporary buildings, trailers, and tents using wood burning stoves, will be equipped with roof jacks and serviceable spark arresters of mesh with openings no larger than 5/8 inch.

All stovepipes, inside and out, will not be closer than 2 feet from any wood or other flammable material or 1 foot if the combustible material is protected by a metal or asbestos shield.

(10) Welding. Welding or use of cutting torches will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum of 10 feet radius of all welding and cutting torch operations. A shovel and a 5-gallon standard backpack water container (filled) with handpump attached, shall be immediately available for use in the event of a fire start.

(11) Fire Plan. Prior to initiating work on the contract area, during the closed fire season period, a fire prevention and suppression plan will usually be prepared. The Contractor and the Forest Service will jointly prepare this plan. Such plan shall include a detailed list of men and equipment at the Contractor's disposal for implementing the plan. The fire plan shall also specify additional measures and/or special requirements, such as Hoot Owl restrictions, necessary during periods of critical fire weather conditions.

When Hoot Owl restrictions are invoked, the Forest Service may curtail or shut down all or portions of a Contractor's operations. The following requirements may be imposed:

(i) All high fire risk operations could be terminated at 1300 local time.

(ii) All burning could be stopped, including debris burning fires.

(iii) Patrolman may be required for a period of 2 hours after high fire risk operations and 1 hour after end of work shift. The Contractor shall provide the patrolman unless the contract is for equipment rental, in which case the Government will provide the patrolman.

(12) Pump and Trailer. The Contractor shall provide at a location satisfactory to the Contracting Officer, a serviceable truck or trailer, equipped with a fire fighting tanker unit to be kept ready for instant use for suppressing forest fires. The unit shall consist of a tank of not less than 100-gallon capacity upon which shall be mounted a live hose reel or live hose basket with 250 feet of at least 3/4-inch I.D. heavy-duty rubber hose; a portable or power takeoff pump with discharge capacity of at least 10 gallons per minute at 150 P.S.I. pressure. Gear type pumps shall be provided with a bypass or pressure relief valve so that the hose nozzle may be shut while the pump is operating. Each tanker unit shall have a hose nozzle of the shut-off type, adjustable for straight stream, spray or fog, at least 12 feet of 1-inch suction hose with an intake screen, an additional 250 feet of 3/4-inch heavy-duty rubber hose or 1-inch cotton jacket rubber-lined or linen hose to be carried on the unit for use as needed. Tools, adapters, accessories and fuel necessary to operate the pump and truck or trailer shall be provided. If a trailer is used, a serviceable vehicle with the proper trailer tow hitch shall be located at a point satisfactory to the Contracting Officer. Where water is available, a supply sufficient for rapidly filling the water tank shall be provided at one or more accessible points along or adjacent to the main truck roads.

(13) Burning. Before starting any open burning, the Contractor shall comply with the following:

(i) Submit a burning plan, subject to approval by the Contracting Officer, designed to minimize the impact on air quality and to lessen any fire damage.

(ii) Obtain a burning permit from the District Ranger.

(iii) Use weather forecasts as far as possible in scheduling burning for more favorable dispersal of smoke.

(iv) Fuel shall be reasonably free of dirt and piled to facilitate rapid and complete combustion. Piles shall be tended during burning operations to maintain combustion and to eliminate unnecessary smudges. Piles shall be patrolled during off-work hours to avoid wildfires.

(v) Unless fire season controls dictate otherwise, burning shall be scheduled, as far as practicable, for the most favorable conditions during the burning period.

(vi) Under certain atmospheric conditions, smoke accumulations may become excessive and in these cases, the Regional Forester may, at his/her discretion, prohibit all open burning for definite periods within specific areas of the National Forest.

H- 2 - Loss, Damage, or Destruction

(a) Equipment furnished with operator. The Government shall not be liable for loss, damage, or destruction of equipment furnished under this contract except for such loss, damage, or destruction resulting from the negligent or wrongful act(s) of Government employee(s) while acting within the scope of their employment.

All claims arising under this clause will be submitted to the Contracting Officer.

H- 3 - Incidental Payment Items

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

H- 4 - Conformity With Drawings and Specifications

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is compliance with reasonable and customary manufacturing and construction tolerances.

H- 5 - Local Material Sources

(a) Designated Sources--Sources of local materials will be designated on the drawings. The Government assumes responsibility for the quality and quantity of material in the source. The Contractor shall determine the equipment and work required to produce the specified product.

The Contractor shall utilize all suitable material in the source. The designation of source will include the rights of the Contractor to use certain area(s) for plant site, stockpiles, and haul roads. Any Contractor royalty payment requirements will be stated below.

When materials are subject to weight measurement, the weight/volume relationship used for determination of designed quantities will be shown on the Drawings.

Should the designated source, due to causes beyond the control of the Contractor, contain insufficient suitable material, the Government will provide another source with an equitable adjustment in accordance with the Differing Site Conditions and Changes clauses.

(a) Contractor-Furnished Sources--When the material sources are not designated as provided above or the Contractor elects not to use designated sources, the Contractor shall be responsible for providing the specified product with no adjustment in contract price, unless weight/volume relationship differences between designated source material and Contractor-furnished source material result in financial disadvantage to the Government. Quality testing shall be the responsibility of the Contractor. Test results shall be furnished to the Contracting Officer.

H-6 - Prework Conference

Prior to commencement of work, the Contracting Officer will arrange a meeting with the Contractor to discuss the contract terms and work performance requirements. Also at this meeting such things as work progress schedule and fire prevention and suppression plans shall be developed and established in writing.

H – 7 52.204-11 American Recovery and Reinvestment Act--Reporting Requirements. (MAR 2009)

(a) Definitions. As used in this clause--

"Contract," as defined in FAR 2.101, means a mutually binding legal relationship obligating the seller to furnish the supplies or services (including construction) and the buyer to pay for them. It includes all types of commitments that obligate the Government to an expenditure of appropriated funds and that, except as otherwise authorized, are in writing. In addition to bilateral instruments, contracts include (but are not limited to) awards and notices of awards; job orders or task letters issued under basic ordering agreements; letter contracts; orders, such as purchase orders, under which the contract becomes effective by written acceptance or performance; and bilateral contract modifications. Contracts do not include grants and cooperative agreements covered by 31 U.S.C. 6301, et seq. For discussion of various types of contracts, see FAR Part 16.

"First-tier subcontract" means a subcontract awarded directly by a Federal Government prime contractor whose contract is funded by the Recovery Act.

"Jobs created" means an estimate of those new positions created and filled, or previously existing unfilled positions that are filled, as a result of funding by the American Recovery and Reinvestment Act of 2009 (Recovery Act). This definition covers only prime contractor positions established in the United States and outlying areas (see definition in FAR 2.101). The number shall be expressed as "full-time equivalent" (FTE), calculated cumulatively as all hours worked divided by the total number of hours in a full-time schedule, as defined by the contractor. For instance, two full-time employees and one part-time employee working half days would be reported as 2.5 FTE in each calendar quarter.

"Jobs retained" means an estimate of those previously existing filled positions that are retained as a result of funding by the American Recovery and Reinvestment Act of 2009 (Recovery Act). This definition covers only prime contractor positions established in the United States and outlying areas (see definition in FAR 2.101). The number shall be expressed as "full-time equivalent" (FTE), calculated cumulatively as all hours worked divided by the total number of hours in a full-time schedule, as defined by the contractor. For instance, two full-time employees and one part-time employee working half days would be reported as 2.5 FTE in each calendar quarter.

"Total compensation" means the cash and noncash dollar value earned by the executive during the contractor's past fiscal year of the following (for more information see 17 CFR 229.402(c)(2)):

(1) Salary and bonus.

(2) Awards of stock, stock options, and stock appreciation rights. Use the dollar amount recognized for financial statement reporting purposes with respect to the fiscal year in accordance with the Statement of Financial Accounting Standards No. 123 (Revised 2004) (FAS 123R), Shared Based Payments.

(3) Earnings for services under non-equity incentive plans. Does not include group life, health, hospitalization or medical reimbursement plans that do not discriminate in favor of executives, and are available generally to all salaried employees.

(4) Change in pension value. This is the change in present value of defined benefit and actuarial pension plans.

(5) Above-market earnings on deferred compensation which is not tax-qualified.

(6). Other compensation. For example, severance, termination payments, value of life insurance paid on behalf of the employee, perquisites or property if the value for the executive exceeds $10,000.

(b) This contract requires the contractor to provide products and/or services that are funded under the American Recovery and Reinvestment Act of 2009 (Recovery Act). Section 1512(c) of the Recovery Act requires each contractor to report on its use of Recovery Act funds under this contract. These reports will be made available to the public.

(c) Reports from contractors for all work funded, in whole or in part, by the Recovery Act, and for which an invoice is submitted prior to June 30, 2009, are due no later than July 10, 2009. Thereafter, reports shall be submitted no later than the 10th day after the end of each calendar quarter.

(d) The Contractor shall report the following information, using the online reporting tool available at http://www.FederalReporting.gov.

(1) The Government contract and order number, as applicable.

(2) The amount of Recovery Act funds invoiced by the contractor for the reporting period. A cumulative amount from all the reports submitted for this action will be maintained by the government's on-line reporting tool.

(3) A list of all significant services performed or supplies delivered, including construction, for which the contractor invoiced in this calendar quarter.

(4) Program or project title, if any.

(5) A description of the overall purpose and expected outcomes or results of the contract, including significant deliverables and, if appropriate, associated units of measure.

(6) An assessment of the contractor's progress towards the completion of the overall purpose and expected outcomes or results of the contract (i.e., not started, less than 50 percent completed, completed 50 percent or more, or fully completed). This covers the contract (or portion thereof) funded by the Recovery Act.

(7) A narrative description of the employment impact of work funded by the Recovery Act. This narrative should be cumulative for each calendar quarter and only address the impact on the contractor's workforce. At a minimum, the contractor shall provide--

(i) A brief description of the types of jobs created and jobs retained in the United States and outlying areas (see definition in FAR 2.101). This description may rely on job titles, broader labor categories, or the contractor's existing practice for describing jobs as long as the terms used are widely understood and describe the general nature of the work; and

(ii) An estimate of the number of jobs created and jobs retained by the prime contractor, in the United States and outlying areas. A job cannot be reported as both created and retained.

(8) Names and total compensation of each of the five most highly compensated officers of the Contractor for the calendar year in which the contract is awarded if--

(i) In the Contractor's preceding fiscal year, the Contractor received--

(A) 80 percent or more of its annual gross revenues from Federal contracts (and subcontracts), loans, grants (and subgrants) and cooperative agreements; and

(B) $25,000,000 or more in annual gross revenues from Federal contracts (and subcontracts), loans, grants (and subgrants) and cooperative agreements; and

(ii) The public does not have access to information about the compensation of the senior executives through periodic reports filed under section 13(a) or 15(d) of the Securities Exchange Act of 1934 (15 U.S.C. 78m(a), 78o(d)) or section 6104 of the Internal Revenue Code of 1986.

(9) For subcontracts valued at less than $25,000 or any subcontracts awarded to an individual, or subcontracts awarded to a subcontractor that in the previous tax year had gross income under $300,000, the Contractor shall only report the aggregate number of such first tier subcontracts awarded in the quarter and their aggregate total dollar amount.

(10) For any first-tier subcontract funded in whole or in part under the Recovery Act, that is over $25,000 and not subject to reporting under paragraph 9, the contractor shall require the subcontractor to provide the information described in (i), (ix), (x), and (xi) below to the contractor for the purposes of the quarterly report. The contractor shall advise the subcontractor that the information will be made available to the public as required by section 1512 of the Recovery Act. The contractor shall provide detailed information on these first-tier subcontracts as follows:

(i) Unique identifier (DUNS Number) for the subcontractor receiving the award and for the subcontractor's parent company, if the subcontractor has a parent company.

(ii) Name of the subcontractor.

(iii) Amount of the subcontract award.

(iv) Date of the subcontract award.

(v) The applicable North American Industry Classification System (NAICS) code.

(vi) Funding agency.

(vii) A description of the products or services (including construction) being provided under the subcontract, including the overall purpose and expected outcomes or results of the subcontract.

(viii) Subcontract number (the contract number assigned by the prime contractor).

(ix) Subcontractor's physical address including street address, city, state, and country. Also include the nine-digit zip code and congressional district if applicable.

(x) Subcontract primary performance location including street address, city, state, and country. Also include the nine-digit zip code and congressional district if applicable.

(xi) Names and total compensation of each of the subcontractor's five most highly compensated officers, for the calendar year in which the subcontract is awarded if--

(A) In the subcontractor's preceding fiscal year, the subcontractor received--

(l) 80 percent or more of its annual gross revenues in Federal contracts (and subcontracts), loans, grants (and subgrants), and cooperative agreements; and

(2) $25,000,000 or more in annual gross revenues from Federal contracts (and subcontracts), loans, grants (and subgrants), and cooperative agreements; and

(B) The public does not have access to information about the compensation of the senior executives through periodic reports filed under section 13(a) or 15(d) of the Securities Exchange Act of 1934 (15 U.S.C. 78m(a), 78o(d)) or section 6104 of the Internal Revenue Code of 1986.

(End of clause)

H – 8 52.225-21 Required Use of American Iron, Steel, and Other Manufactured Goods-- Buy American Act--Construction Materials. (MAR 2009)

(a) Definitions. As used in this clause--

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.

"Domestic construction material" means--

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

(2) A construction material manufactured in the United States.

"Foreign construction material" means a construction material other than a domestic construction material.

"Manufactured construction material" means any construction material that is not unmanufactured construction material.

"Steel" means an alloy that includes at least 50 percent iron, between .02 and 2 percent carbon, and may include other elements.

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

"Unmanufactured construction material" means raw material brought to the construction site for incorporation into the building or work that has not been--

(1) Processed into a specific form and shape; or

(2) Combined with other raw material to create a material that has different properties than the properties of the individual raw materials.

(b) Domestic preference. (1) This clause implements--

(i) Section 1605 of the American Recovery and Reinvestment Act of 2009 (Recovery Act) (Pub. L. 111-5), by requiring, unless an exception applies, that all iron, steel, and other manufactured goods used as construction material in the project are produced in the United States; and

(ii) The Buy American Act (41 U.S.C. 10a-10d) by providing a preference for unmanufactured domestic construction material.

(2) The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraph (b)(3) and (b)(4) of this clause.

(3) This requirement does not apply to the construction material or components listed by the Government as follows:

NONE

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

(i) The cost of domestic construction material would be unreasonable.

(A) The cost of domestic iron, steel, or other manufactured goods used as construction material is unreasonable when the cumulative cost of such material will increase the cost of the contract by more than 25 percent;

(B) The cost of unmanufactured construction material is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

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

(iii) The application of the restriction of section 1605 of the Recovery Act or the Buy American Act to a particular construction material would be inconsistent with the public interest.

(c) Request for determination of inapplicability of Section 1605 of the Recovery Act or the Buy American Act. (1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(4) 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) Cost;

(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…