Sect B thru L 10-0111 Priest Lake Bridges.doc

AG-03J1-S-06-0015

AG-82B1-S-10-0111

SECTION B – SERVICES AND PRICES

Priest Lake Bridges - 2010 Consalus Creek Bridge

Granite Creek Bridge

Fedar Creek Bridge Priest Lake Ranger District

Idaho Panhandle National Forests

Bonner County, Idaho

B- 1 - SCHEDULE OF ITEMS

Consalus Creek Bridge

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

170(07)A

204(19)A

206(02)

206(07)A

260(01)A

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

601(01)A

Wood-Strand Mulch)

633(01)A

633(17)A

637(01)A

TOTAL (Consalus Creek Bridge) $___________

Granite Creek Bridge

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

170(07)B

204(19)B

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

Class 6 (Commercial Source)

260(01)B

601(01)B

Wood-Strand Mulch)

633(01)B

633(17)B

637(01)B

TOTAL (Granite Creek Bridge) $___________

Fedar Creek Bridge

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

170(07)C

ITEM

NO.

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

204(09)

204(19)C

206(07)C

260(01)C

Wood-Strand Mulch)

633(01)C

633(17)C

637(01)C

TOTAL (Fedar Creek Bridge) $___________

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

LSQ – Lump Sum Quantities; SQ – Staked Quantities One contract award will be made to a qualified contractor for construction of all there bridge structures.

SECTION C - DESCRIPTION AND SPECIFICATIONS

C- 1 - PROJECT DESCRIPTION AND LOCATION

(a) - Description of Work.

Priest Lake Bridges - 2010: This project is for the construction of three bridges in the Priest Lake Ranger District on the Idaho Panhandle National Forests, Bonner County, Idaho as follows:

· Consalus Creek Bridge No. 2730-01.7 (Culvert Replacement)

· Granite Creek Bridge No. 638-00.2 (Bridge Replacement)

· Fedar Creek Bridge No. 1347-02.2 Consalus Creek Bridge: This site includes removing an existing corrugated steel culvert on Consalus Creek and replacing it with a new prestressed concrete single span bridge.

The work includes but is not limited to clearing and grubbing, erosion control measures, roadway and structural excavation, removing and disposing an existing pipe culvert, compaction, riprap, rock vanes roadway surfacing, furnishing and erecting prestressed concrete beams, placing cast-in-place concrete, minor equipment rental work, Contractor quality control (CQC) and all other incidental items necessary to complete the project in accordance with the plans and specifications.

Granite Creek Bridge: This site includes removing an existing two span treated timber bridge over Granite Creek and replacing it with a new prestressed concrete single span bridge.

The work includes but is not limited to clearing and grubbing, erosion control measures, roadway and structural excavation, removing and disposing an existing two span timber bridge, compaction, concrete grouted riprap, roadway surfacing, furnishing and erecting prestressed concrete beams, placing cast-in-place concrete, minor equipment rental work, Contractor quality control (CQC) and all other incidental items necessary to complete the project in accordance with the plans and specifications.

Fedar Creek Bridge: This site includes removing three existing steel culverts on Fedar Creek, and replacing them with a Government supplied prestressed concrete single span bridge constructed from stockpiled beams salvaged from the Lightning Creek Drainage in November 2009.

The work includes but is not limited to clearing and grubbing, erosion control measures, roadway and structural excavation, removing and disposing existing pipe culverts, compaction, riprap, rock vanes roadway surfacing, transporting and erecting Government furnished prestressed concrete beams, placing cast-in-place concrete, furnishing and erecting a steel curb system, minor equipment rental work, Contractor quality control (CQC) and all other incidental items necessary to complete the project in accordance with the plans and specifications.

(b) - Project Location.

Consalus Creek Bridge: This project is located on Road 2730, mile post 1.7, in Section 30, Township 59 North, Range 5 West. Consalus Creek Bridge project can be reached by taking SH57 north from Priest River, Idaho approximately 22.3 miles to junction with County Road No. 122W/FDR No. 312 near Dickensheet Junction. Turn left onto County Road No. 122W/FDR No. 312 and travel 4.6 miles to junction of Forest Development Route (FDR) No. 333. Continue on Route No. 333 for approximately 0.9 miles and it will turn into Route No. 2730. Continue on Route No. 2730 1.7 miles to the proposed Consalus Creek Bridge site. You will travel through some private ground and residences along FFR No. 333 & FDR No. 2730.

Granite Creek Bridge: This project is located on Road 638, mile post 0.2, in Section 34, Township 62 North, Range 5 West. Granite Creek Bridge project can be reached by taking SH57 north from Priest River, Idaho approximately 36.5 miles to Nordman, Idaho. Continue north on FDR No 302 another 3.2 miles to end of pavement and junction with Forest Development Route No. 638. Turn right on FDR No. 638 and travel 0.2 miles to the proposed Granite Creek Bridge site.

Fedar Creek Bridge: This project is located on Road 1347, mile post 2.2, in Section 1, Township 61 North, Range 5 West. See directions above to access the Granite Creek Bridge site. From the Granite Creek Bridge site continue on FDR No. 638 another 0.8 miles to junction with FDR No. 1347. Turn right on FDR No. 1347 and travel another 2.2 miles to the proposed Fedar Creek Bridge site.

Granite Creek & Fedar Creek - Mile Points from Norman, Idaho for project Point Features:

· Nordman, Idaho ----------------------------------------------------------------------------- MP 0.0

· Snowmobile Parking Area (Government Furnished Beams Stockpiled) ------------ MP 2.3

· Junction FDR No. 302 & FDR No. 638 -------------------------------------------------- MP 3.2

· Granite Creek Bridge Site No 638-0.2 ---------------------------------------------------- MP 3.4

· Project Waste Site (Adjacent to Road No. 638 – Pit Site) ------------------------------ MP 3.5

· Junction FDR No. 638 & FDR No. 1347 ------------------------------------------------- MP 4.2

· Fedar Creek Bridge Site No. 1347-2.2 ---------------------------------------------------- MP 6.4

(c) - Price Range. $500,000 to $1,000,000

(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 December 1tst to May 15th 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 construction sites. Contractors may choose to visit sites by snowmobile or contact Larry Shepherd at the address below to review the bridge inspection files for the existing Granite Creek Bridge structure. A Priest Lake 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 December 1tst to May 15th 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 late February of 2010 to facilitate the contract submittal process and contractor’s ordering of prestressed concrete superstructure beams, precast concrete grade beams and other bridge materials. On site work is anticipated for July 15th through October 30th of 2010.

(g) - Period of Performance. See Part 1, Section F, Clause 53.211-10. All work under this contract has a completion date of October 30, 2010.

(h) - Restrictions. Project in-stream work for the project varies depending on work location within the drainages in relation to being classified as 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 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. 30

Lightning Creek Road No. 419 Reconstruction

See Special Project Specification Section 104 (FS-96 Specifications) for road closure and traffic control signing requirements. A construction work bridge or detour bridge will not be approved for the Fedar Creek or Consalus Creek bridge construction sites. At the option of the Contractor, a contractor-furnished work bridge may be installed at the Granite Creek Site with Contracting Officer approval of the proposed plan for work bridge installation (reference SPS Section 104 and contract drawing sheet 7 of 14).

Without a work bridge at Granite (optional) and no work bridge at Fedar Creek, Contractors should consider options for setting the bulb-tee beams such as pre-positioning beams prior to bridge removal (Granite Creek) or roadway removal (Fedar Creek), launching of beams, handing beams off with two large cranes or similar construction approaches to the work.

C- 2 - GOVERNMENT-FURNISHED PROPERTY. Bulb-Tee Beams as shown on the drawings for the Fedar Creek Bridge construction. They are currently stockpiled at the Snowmobile Parking area located 4.1 miles from the proposed Fedar Creek Bridge site.

C- 3 - STANDARD SPECIFICATIONS. "Forest Services Specifications for Construction of Roads & Bridges (Revised August 1996) 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 "Forest Service Specifications for Construction of Roads & Bridges" (August 1996) are available at http://www.fs.fed.us/database/acad/dev/roads/roadscon.htm The following Standard Specifications are applicable to this contract and are included by reference:

SPEC. NUMBER

TITLE

Section 101

Abbreviations, Acronyms, & Terms

Section 102

Definitions

Section 103 Intent of Contract

Section 104

Maintenance for Traffic

Section 105

Control of Materials

Section 106

Measurement and Payment

Section 160

Quality Control & Quantity Measurement

Section 170

Construction Staking, Offset L-Line

Section 201

Clearing & Grubbing

Section 202

Removal of Structures and Obstructions

Section 203

Excavation, Embankment & Haul

Section 204

Soil Erosion and Water Pollution Control

Section 206

Structural Excavation for Major Structures

Section 221

Earthwork Geotextiles

Section 251

Riprap

Section 304

Aggregate Base or Surface Course

Section 552

Structural Concrete

Section 553

Prestressed Concrete

Section 553A

Precast Concrete Structures

Section 554

Reinforcing Steel

Section 555

Steel Structures

Section 556

Bridge Railing

Section 562

Forms & Falsework

Section 564

Bearing Devices

Section 601

Mobilization

Section 603

Metal Pipe

Section 625

Seeding & Mulching

Section 633

Signs

Section 637 Equipment Rental

Section 701

Cement, Grout & Mortar

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, Geocomposite Drain Material, & Geogrids

Section 717

Structural Metal

Section 718

Traffic Signing & Marking Material

Section 725

Miscellaneous Material C- 4 - SPECIAL PROJECT SPECIFICATIONS. The following Special Project Specifications are applicable to this contract and are physically included in this section:

NUMBER

TITLE

DATE

PAGES

SPS 101

Abbreviations, Acronyms & Terms 12/01/09

SPS 102

Definitions

SPS 103

Intent of Contract 12/01/09

SPS 104

Maintenance for Traffic

SPS 105

12/01/09

SPS 106

Measurement & Payment

SPS 160

12/01/09

SPS 170

Construction Staking, L-Line

SPS 201

SPS 202

SPS 203

Excavation, Embankment, & Haul

SPS 204

SPS 206

Structure Excavation for Major Structures

SPS 251

Riprap 12/01/09

SPS 260

Cellular Confinement System

SPS 304

SPS 552

SPS 553

Prestressed Concrete

SPS 553A

SPS 554

12/01/09

SPS 556

Bridge Railing

SPS 560

Government Furnished Bridge Superstructure 12/01/09

SPS 601

Mobilization

SPS 625

Seeding & Mulching

SPS 637

SPS 648

Stream Simulation

SPS 701

Cement, Grout, & Mortar

SPS 703

Aggregates 12/01/09

SPS 705

Rock 12/01/09

SPS 713

Roadside Improvement Material

SPS 726

Geocell 12/01/09

C- 4 – DRAWINGS

Consalus Creek Bridge

Description Page No.

Title Sheet

Estimate Quantities and General Notes

Roadway Typical Sections & Centerline Coordinates

Roadway Plan & Profile

Bridge General Layout

Stream Details

6 - 7

Foundation Details

Abutment Plan & Elevations

Abutment Details

10 - 11

Superstructure Details

12 - 13

Reinforcing Bar Schedule

Roadway Cross Sections

XS1 - XS2

Granite Creek Bridge

Description Page No.

Estimated Quantities and General Notes

Existing Bridge Removal Details

Roadway Typical Sections & Centerline Coordinates

Bridge Typical Sections & Riprap Sections

Foundation Details

Abutment Plan & Elevations

10 - 11

12 - 13

Fedar Creek Bridge

Description Page No.

Estimated Quantities and General Notes

Project Photos

Roadway Typical Sections

Miscellaneous Details

Foundation Plan

Stream Details

9 - 10

11 - 13

14 – 15

Curb Details

C- 5 - STANDARD SPECIFICATIONS. "Forest Services Specifications for Construction of Roads & Bridges (Revised August 1996) 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 "Forest Service Specifications for Construction of Roads & Bridges" (August 1996) are available at http://www.fs.fed.us/database/acad/dev/roads/roadscon.htm The following Standard Specifications are applicable to this contract and are included by reference:

SPEC. NUMBER

TITLE

Section 101

Abbreviations, Acronyms, & Terms

Section 102

Definitions

Section 103 Intent of Contract

Section 104

Maintenance for Traffic

Section 105

Section 106

Measurement and Payment

Section 160

Quality Control & Quantity Measurement

Section 201

Section 202

Section 203

Excavation, Embankment & Haul

Section 204

Section 206

Structural Excavation for Major Structures

Section 221

Earthwork Geotextiles

Section 304

Section 552

Section 553A

Section 554

Section 558

Prefabricated, Modular Bridge Superstructure

Section 601

Mobilization

Section 625

Seeding and Mulching

Section 626

Trees, Shrubs, Vines & Ground Cover

Section 633

Section 637

Section 703

Aggregate

Section 704

Soil

Section 705

Rock

Section 709

Reinforcing Steel & Wire Rope

Section 711

Concrete Curing Material & Admixtures

Section 713

Section 714

Geotextile, Geocomposite Drain Material, & Geogrids

Section 716

Material for Timber Structures

Section 717

Structural Metal

Section 725

Miscellaneous Material

NUMBER

TITLE

DATE

PAGES

SPS 101

Abbreviations, Acronyms & Terms 11/20/09

SPS 102

Definitions

SPS 103

Intent of Contract

SPS 104

Maintenance for Traffic

SPS 105

SPS 106

Measurement & Payment

SPS 170

Construction Staking, L-Line

SPS 202

SPS 203

Excavation, Embankment, & Haul

SPS 204

SPS 206

Structure Excavation for Major Structures

SPS 260

Cellular Confinement System

SPS 304

SPS 552

SPS 554

SPS 558

Prefabricated, Modular Bridge Superstructure

SPS 601

Mobilization 11/20/09

SPS 625

Seeding and Mulching

SPS 626

Trees, Shrubs, Vines & Ground Cover

SPS 633

11/20/09

SPS 637

Equipment Rental

SPS 703

Aggregates

SPS 713

SPS 726

Geocell 11/20/09

C- 5 – DRAWINGS

Description Page No.

Summary of Quantities & General Notes

Site Plan

Trail Reconditioning Details

Site Photos

Demolition Plan

Bridge General Plan

Bridge Abutment Details

Puncheon Details

Bulletin Board Details

C-6 – 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-7 – 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.