Exhibit A.doc

Appendix A, Page 15

ELK CREEK DISPERSED SITE REHABILITATION

SPECIFICATION INDEX

PAGES

DIVISION 1 – GENERAL REQUIREMENTS

01010 – PROJECT LOCATION

01011 – SUMMARY OF WORK

01012 – START WORK

01013 – CONTRACT TIME

01015 – GOVERNMENT FURNISHED MATERIALS

01016 – CONTRACTOR USE OF PREMISES

01017 – SCHEDULES

3-4

01031 – GRADES, LINES AND LEVELS

01050 – COORDINATION

01300 – SUBMITTALS

01340 – SHOP DRAWINGS, PRODUCT DATA

01400 – QUALITY CONTROL AND QUANTITY MEASUREMENT

4-5

01532 – TREE AND PLANT PROTECTION

01550 – ACCESS ROADS, PARKING AND CAMPING AREAS

01551 – STORAGE OF MATERIALS

01700 – PROJECT CLOSEOUT

01710 – CLEANING

01800 – MEASUREMENT AND PAYMENT

7-8

DIVISION 2 – SITE WORK

02000 – MOBILIZATION

02221 – SOIL DECOMPACTION

02222 – SOIL SCARIFICATION

02446 – JACK LEG FENCE

02610 – BASE ROCK

02611 – CRUSHED AGGREGATE

02721 – ROCK BARRIERS

02722 – SITE POST……………………………………………………………… 17

02801 – SEED & MULCH

18-19

DIVISION 11 – EQUIPMENT

11390 – EQUIPMENT RENTAL

DIVISION 1 – GENERAL REQUIREMENTS

01010 – PROJECT LOCATION

01011 – SUMMARY OF WORK

01012 – START WORK

01013 – CONTRACT TIME

01015 – GOVERNMENT FURNISHED MATERIALS

01016 – CONTRACTOR USE OF PREMISES

01017 – SCHEDULES

01031 – GRADES, LINES AND LEVELS

01050 – COORDINATION

01300 – SUBMITTALS

01340 – SHOP DRAWINGS, PROJECT DATA

01400 – QUALITY CONTROL AND QUANTITY MEASUREMENT

01532 – TREE AND PLANT PROTECTION

01550 – ACCESS ROADS, PARKING AND CAMPING AREAS

01551 – STORAGE OF MATERIALS

01700 – PROJECT CLOSEOUT

01710 – CLEANING

01800 – MEASUREMENT AND PAYMENT

DIVISION 1 – GENERAL REQUIREMENTS

01010 – PROJECT LOCATION

Project is located 1 -10 miles north of Elk River, Idaho. From the town of Elk River, Idaho take Road 1705 north for 1 mile to the intersection with Elk Creek Road 382. Ducky Flats road is approximately 1 ¼ mile north of Elk River on road 1705.

01011 – SUMMARY OF WORK

Part 1 – General

1.1 Project consists of decommissioning and rehabilitation of existing dispersed campsites adjacent to Elk Creek Road 382 and Ducky Flats Road. This work will be accomplished by mechanical soil decompaction, soil scarification, furnishing and placing of rock barriers, construction of fences, hauling and placing gravel, furnishing and installing site posts & panels and seeding and mulching disturbed areas.

01012 – START WORK

It is estimated that work will begin approximately September 15, 2012.

01013 – CONTRACT TIME

It is anticipated that work will begin on September 15, 2012 and contract time will end September 15, 2013.

01015 – GOVERNMENT FURNISHED MATERIALS

Part 1 – General:

Government owned Top of World Quarry is the source for item 02610 – Base Rock & item 02611 – Crushed Aggregate.

01016 – CONTRACTOR’S USE OF PREMISES

Part 1 - General

1.1 Contractor will not be allowed to camp at the project site however an industrial camp permit is available for the area.

01017 – SCHEDULES

Part 1 - General

1.1 Furnish one copy each of the following items after award of contract for review and/or approval pursuant to the contract:

a. Proposed progress schedule showing starting and completion dates of the various phases of work.

b. List of proposed subcontractors must have Contracting Officer’s written approval prior to work on the project.

01031 – GRADES, LINES AND LEVELS

Part 1 – General

1.1

Contractor shall verify all quantities, volumes and lengths.

1.2 Final location of barrier rocks, fences, crushed aggregate, site posts, soil scarification and soil decompaction areas will be staked on the ground by the Forest Service after contract award, prior to start of work.

01050 – COORDINATION

Part 1 – General

1.1 Forest Service will post these sites as closed to the public during project work.

01300 – SUBMITTALS

01340 – Shop Drawings, Product Data Part 1 - General

1.1 The Contractor shall provide the following submittals to the C.O.R. before final acceptance – three copies each where pertinent. Approvals must be obtained before starting work which involves the item.

1.2 Manufacturer’s literature shall be marked or otherwise designated to indicate the exact model, size, etc. which the Contractor proposes to use. Information shall be adequate to determine compliance with the specifications without additional research by the CO. One copy of approved submittals will be returned to the Contractor.

Provide manufacturer’s literature on the following:

1. Seed mix certification.

2. Make & model of hydraulic excavator proposed for equipment rental

3. Weed free certification of mulch.

01400 – QUALITY CONTROL AND QUANTITY MEASUREMENT

Part 1 – General

1.1 Description. This work shall consist of providing quality control in conformance with the Inspection of Construction provisions of this contract to ensure compliance with the drawings, specifications, and provisions of the contract, and measuring the quantities of completed work in conformance with the provisions of the applicable specification. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of this specification.

Part 2 – Products – Not used

Part 3 – Execution

3.1 Certifications and Measurements.

a. Offsite Produced Materials. The Contractor shall furnish certificates executed by the manufacturer, supplier, or vendor, stipulating that all offsite produced materials incorporated into the work meet the applicable requirements shown on the Drawings or stated in the Specifications. Incidental purchases needed to remedy minor shortages of material shall be certified by the Contractor.

b. Quantity Measurements. The Contractor shall make all measurements for computations of quantities for all work items except those specified for payment by Contract Quantity (CQ). The Contractor shall compute the quantities for periodic progress payments; the CO will compute the quantities for the final payment based on measurements taken by the Contractor. All Contractor measurements are subject to verification. The Contractor shall submit all field notes, calculation sheets, and other data used to determine quantities. The Contractor shall certify in writing as to the accuracy of the measurements and computations submitted.

Part 4 – Measurement and Payment

4.1 Method. There will be no separate measurement for this section.

4.2 Basis. Quality control and quantity measurement shall be incidental to other specified work.

END OF SECTION

01532 – TREE AND PLANT PROTECTION

Contractor shall make every effort to protect trees outside the limits of work as well as those identified as save trees. Trees that are damaged shall be painted with tree wound dressing on all cuts and wounds.

01550 – ACCESS ROAD AND PARKING AREA

1.3

Camping

Industrial camping is allowed within the local area. Contact Palouse Ranger District.

01551 – STORAGE OF MATERIALS

1.1 The Contractor will be allowed to store materials at the project sites being worked on. Coordinate the location of the storage area with the COR. Materials subject to damage from the weather shall be adequately protected by the Contractor. The Contractor will be solely responsible for the loss of or damage to materials stored at the job site.

01700 – PROJECT CLOSEOUT

01710 – Cleaning 1.1 In addition to keeping trash around the work areas picked up daily, Contractor(s) shall pick up and remove all trash from in and around the work areas before final acceptance.

END OF SECTION

01800 – MEASUREMENT AND PAYMENT

Part 1 – General

1.1 Description – Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work and materials will be considered incidental to and included in the payment of the pay items in the Schedule of Items.

1.2 Method of Measurement – The following methods of measurement are used to determine contract quantities for payment.

For individual construction items, longitudinal and lateral measurements for area computations will be made horizontally or corrected to horizontal measurement unless otherwise specified.

Structures will be measured according to neat lines shown on the Drawings or as altered by the Contracting Officer (CO) in writing to fit field conditions.

For items that are measured by the linear foot, such as water lines, etc., measurements will be made through the centerline of the pipes and fittings, unless otherwise shown on the Drawings.

1.3 Units of Measurements – Payment will be units defined and determined according to US Standard Measure and by the following:

a. Cubic Yard – A measurement computed by the following method.

1. Crushed Aggregate & Base Rock – Material in the Delivery Vehicle – The measurement computed using measurements of material in the hauling vehicles at the point of delivery. Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line (compacted, in-place).

b. Each – One complete unit which may consist of one or more parts.

c. Square Yard – 9 square feet. Longitudinal and transverse measurements for area computations will be made horizontally. No deductions from the area computation will be made for individual fixtures having area of 9 square feet or less.

d. Linear Foot – As applicable, measure the work along its length from end-to-end; parallel to the base of foundation; along the top; along the front face; or along the invert. Don not measure overlaps.

e. Lump Sum – Do not measure directly. The bid amount is complete payment for all work described in the contract and necessary to complete the work for that item. The quantity is designated as “All”. Estimated quantities of lump sum work shown in the contract are approximate.

1.4 Payment – One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item.

a. Contract Quantities (CQ) – These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data includes the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units of the originally contemplated work will not be made unless authorized under one or more of the following conditions.

1. As a result of changes authorized by the Contracting Officer in the originally contemplated work. Minor changes to adjust balance points, etc. will not be considered changes in quantities.

2. As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities that cause a pay item to change by 15 percent or more.

3. As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine quantities that cause a pay item to change by 10 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

Final payment will be made for the contract quantities at the unit price shown in the Schedule of Items, subject to the Variation in Quantities Provision.

b. Actual Quantities (AQ) – These quantities are determined from measurements of completed work.

c. Vehicle Quantities (VQ) – These quantities are measured in hauling vehicles.

d. Lump Sum Quantities (LSQ) – These quantities denote one complete unit of work as required by or described in the contract, including, necessary materials, equipment, and labor to complete the job. They will not be measured.

END OF SECTION

DIVISION 2 – SITE WORK

02000 – MOBILIZATION

02221 – SOIL DECOMPACTION

02222 – SOIL SCARIFICATION

02446 – JACK LEG FENCE

02610 – BASE ROCK

02611 – CRUSHED AGGREGATE

02721 – ROCK BARRIER

02722 – SITE POST

02801 – SEED & MULCH

DIVISION 2 – SITE WORK

02000 – Mobilization Part 1 – General

1.1 Description – This work shall consist of preparatory work and operations for the movement of personnel, equipment, supplies, and incidentals to the project sites, and all other work and operations that must be performed or that cause costs to be incurred prior to beginning work on the various items on the project sites.

Part 2 – Products – Not used.

Part 3 – Execution – Not used.

Part 4 – Measurement and Payment

4.1 Method – The method of measurement, as described in Section 01800, will be designated in the Schedule of Items.

4.2 Basis – Mobilization will be paid for at the contract unit price for the item as shown in the Schedule of Items.

Progress payment will be made as follows:

a. When 5 percent of the original contract amount is earned from other pay items, 50 percent of the amount for mobilization, or 5 percent of the original contract amount, whichever is less, will be paid.

b. When 10 percent or more of the original contract amount is earned from other pay items, 100 percent of the amount for mobilization, or 10 percent of the original contract amount, whichever is less, will be paid.

c. Upon completion of all work on the project, any unpaid amount for mobilization will be paid.

The total of all payments, including bonding, shall not exceed the original contract amount for this item.

Payment will be made under:

Pay Item

Pay Unit 02000 Mobilization L.S.

END OF SECTION

02221- Soil Decompaction

Part 1 –General 1.1 Contractor shall provide all labor, tools, and equipment necessary to decompact areas identified on the ground.

1.2 Soil should be moist enough that digging doesn’t create dust, but dry enough to drive equipment without creating ruts.

Part 2 – Products (Not Applicable)

Part 3 – Execution

3.1

General – Decompaction shall span the width and length of the irregularly shaped compacted areas as designated on the ground. Decompaction shall be to a depth of 24 inches. The decompaction is intended to effectively loosen the ground to allow water penetration and revegetation and to not mix the sub-surface soils with the topsoil. The intent is to decompact all surfaces that have become hardened, elimninating all ruts and low spots that could hold water. The depth of decompaction shall be adjusted to avoid turning up large rocks, roots or stumps; if the Contractor starts hitting rock fragments the decompaction is going too deep. Resultant clod sizes will have a majority less than 4 inches. No more than 2 clods greater than 8inch diameter in a square yard.

3.2 Soil decompaction shall be done during the period June 15 to October 15, unless otherwise approved. No decompaction work shall be done during wet weather or when the ground is frozen or otherwise unsuitable.

3.3

Equipment shall not be operated on decompacted areas.

Part 4 – Measurement and Payment

4.1 Method of Measurement – The quantities to be measured shall be either by the station, mile or lump sum as shown below and as designated in the Schedule of Items.

02221

Soil Decompaction . . . . . . . . . . . . . . . . . . . . . . . . . ……. S.Y.

02222- Soil Scarification

Part 1 –General 1.1 Contractor shall provide all labor, tools, and equipment necessary to scarify areas identified on the ground.

1.2 Soil should be moist enough that digging doesn’t create dust, but dry enough to drive equipment without creating ruts.

Part 2 – Products (Not Applicable)

Part 3 – Execution

3.1

General – scarification shall span the width and length of the irregularly shaped compacted areas as designated on the ground. Scarification shall be to a depth of 6 inches. The Scarification is intended to effectively loosen the ground to allow water penetration and revegetation and to not disturb tree roots or mix the sub-surface soils with the topsoil. The intent is to prepare a seed bed on all surfaces that have become hardened, elimninating all ruts and low spots that could hold water. Resultant clod shall be 4 inches or less in areas designated for scarification.

3.2 Soil scarification shall be done during the period June 15 to October 15, unless otherwise approved. No scarification work shall be done during wet weather or when the ground is frozen or otherwise unsuitable.

3.3

Equipment shall not be operated on scarified areas.

Part 4 – Measurement and Payment

4.1 Method of Measurement – The quantities to be measured shall be either by the station, mile or lump sum as shown below and as designated in the Schedule of Items.

02222

Soil Scarification . . . . . . . . . . . . . . . . . . . . . . . . . ……. S.Y.

END OF SECTION

02446 –Jack Leg Fence Part 1 – General

1.1 The Contractor will provide all necessary materials, equipment, tools, transportation, labor, and supervision to construct approximately 2098 feet of fence. The fence will be a 4-Rail Jackleg Fence with One rail on the inside and three rails on the outside.

Part 2 – Products

2.1 Buck stick and pole rails and braces shall be from sound, seasoned or green timber free trimmed free of shags and knots.

2.2 Buck sticks shall have a minimum diameter of 6 inches. Pole rails shall have a minimum diameter 3 inches. Braces shall have a minimum diameter of 4 inches.

2.3 Spikes used to fasten buck sticks, pole rails, braces and ties shall be 60d common nail.

Part 3 – Execution

3.1 Clearing – All trees, brush and other obstacles which interfere with proper construction of the fence shall be removed in advance. Material so removed shall be disposed of by scattering outside the limits of the work.

3.2 General – Grading along the fence line is not required. In general, the fence shall be erected on the undisturbed, natural ground outside the limits of the soil decompaction or scarification areas. The style of fence construction including the buck stick, pole, brace and panel spacing shall be as shown on the drawings.

3.3 Buck sticks shall be notched as shown on the drawings..

3.4 Cleanup – When the fence has been installed, complete, the general area shall be cleaned up to present a finished appearance.

Part 4 – Measurement and Payment

4.1 Measurement – Measurement will be the number of linear feet of fence completed, measured on slope length.

4.2 Payment – Payment will be made at the contract unit price for each linear foot of split cedar fence accepted to the nearest foot.

02446

Jack Leg Fence . . . . . . . . . . . . . . . . . . . . . . . . . . . L.F.

END OF SECTION

02610 –Base Rock Part 1 – General

1.1 Contractor shall provide labor, materials, and equipment necessary for hauling and placement of base rock on the reconditioned segments of dispersed sites.

Part 2 – Materials

2.2 Durable pit run or shot rock with a maximum nominal size of 6 inches with less than 10% ½ inch or smaller. Source is the Government owned Top of World Quarry. The quarry is located approximately 2 miles West of Elk River. Take HW 8 West to road 1452. Take a right at M.P. 0.67 to enter the quarry.

Part 3 – Execution 3.1 Area designated for base rock placement shall be smoothed and compacted by operating equipment over the entire placement area.

3.2 Base rock shall be compacted by operating spreading and hauling equipment over the entire area of placement.

Part 4 – Measurement and Payment

4.1 Measurement – The method of measurement, described in Section 01800, will be designated in the Schedule of Items.

4.2 Payment – The accepted quantities will be paid for at the contract unit price for each pay item shown in the Schedule of Items.

02610

Base Rock . . . . . . . . . . . . . . . . . . . . . …………………. C.Y.

END OF SECTION

02611 – Crushed Aggregate Part 1 – General

1.1 Contractor shall provide labor, materials, and equipment necessary for hauling and placement of crushed aggregate on the reconditioned segments of dispersed sites.

Part 2 – Materials

2.1 One inch minus durable, dense graded crushed aggregate from a Government owned source at Top of World Quarry.

Part 3 – Execution 3.1 Area designated for aggregate placement shall be smoothed and compacted by operating equipment over the entire placement area.

3.2 Aggregate shall be moistened or dried to a uniform moisture content suitable for compaction.

3.3 The aggregate shall be spread in a uniform layer, with no segregation of size, and to a loose depth that shall have the required thickness when compacted.

3.4 Aggregate shall be compacted operating spreading and hauling equipment over the entire area of placement.

Part 4 – Measurement and Payment

4.1 Measurement – The method of measurement, described in Section 01800, will be designated in the Schedule of Items.

4.2 Payment – The accepted quantities will be paid for at the contract unit price for each pay item shown in the Schedule of Items.

02611

Crushed Aggregate . . . . . . . . . . . . . . . . . . . . . ………… CY

END OF SECTION

02721 – Rock Barriers Part 1 – General

1.1 Contractor shall supply all labor, materials, tools and equipment to provide and install rock barriers.

Part 2 – Materials

2.1 Rocks for barriers shall be a minimum of 3 ½ feet, in any direction, approximately round, not elongated or slab. Source for barrier rocks shall be commercial.

Part 3 – Execution

3.1 Contractor will be required to pick out rocks and haul to project.

3.2 Location of rock barriers will be marked on the ground by the COR.

3.3 Rocks shall be set in the ground as shown on the drawings.

Part 4 – Measurement and Payment

4.1 Measurement – The method of measurement, described in Section 01800, will be designated in the Schedule of Items.

4.2 Payment – The accepted quantities will be paid for at the contract unit price for each pay item shown in the Schedule of Items.

02721

Rock Barrier . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA

END OF SECTION

02722 – Site Posts Part 1 – General

1.1 Contractor shall supply all labor, materials, tools and equipment to furnish and install wooden site rehabilitation sign posts.

1.2 Locations will be designated on the ground by COR.

Part 2 – Material

2.1 6” x 4” x 12’ pressure treated wooden posts.

2.2 36” x 24” x ¾” exterior grade plywood panel.

2.3 Hardware- 2, ¾” x 3” lag screws with washers.

Part 3 – Execution

3.1 Posts shall conform to the size and shape as shown on the drawings.

3.2 Bury to the depth shown on the drawings. Each post will be firmly tamped into place to the extent that it will not move when shaken aggressively.

3.3 Attach plywood panel as shown on the drawings Part 4 – Measurement and Payment

4.1 Measurement – The method of measurement, described in Section 01800, will be designated in the Schedule of Items.

4.2 Payment – The accepted quantities will be paid for at the contract unit price for each pay item shown in the Schedule of Items.

02722

Site Post . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EA

END OF SECTION

02801 – Seeding & Mulching Part 1 - General

1.1 This item shall consist of broadcast seeding designated areas using specified seed mixtures.

The areas to be seeded shall be all decompaction and scarified areas.

1.2 Method of Measurement – Measurement shall be square yard for “Seeding”.

Part 2 – Products

2.1 Seed – The seed mix shall be as follows:

Blue Wildrye

All seed shall conform to the requirements of Federal Specifications JJJ-S-181; State Laws; and U.S. Department of Agriculture Rules and Regulations under the Federal Seed Act; in effect on the date of invitation of bids. Seed which has become wet, moldy or otherwise damaged in transit or storage will not be accepted.

Seed shall be furnished separately or in mixture in standard containers clearly marked or labeled with (1) Seed name, (2) Lot number, (3) Net weight, (4) Percentage of purity and of germination and hard seed, (5) Percentage of weed seed content, and (6) all seed shall be certified as noxious weed-free seed. The Contractor shall furnish the C.O.R. duplicate signed copies of a statement by the vendor certifying that each lot of seed has been tested by a recognized laboratory for seed testing within 6 months of date of delivery. This statement shall include: (1) Name and address of laboratory, (2) Date of test, (3) Lot number of each kind of seed, and (4) Results of tests as to name percentages of purity and of germination, and percentage of weed content, for each kind of seed furnished, and in case of a mixture, the proportions of each kind of seed.

2.2 Straw mulch shall consist of certified weed free wheat, barley, oat or rye straw, or tame hay. The mulch material shall be air-dry, reasonably light in color, and shall not be musty, moldy, caked, or otherwise of low quality.

Part 3 – Execution

3.1 General – The specified seed mixture shall be uniformly spread on the designated areas to the density in pounds of live seed per acre as specified.

Each area or suitable section of the area to be seeded shall be seeded as soon as the decompaction or scarification work has been completed and the area prepared and approved for seeding. Seeding shall follow the finishing work as closely as feasible. No regard shall be given to the season of the year except that no seeding shall be done during windy weather or when the ground is excessively wet or deeply frozen.

3.2 Preparation of Seeding Area – Apply seed mixture on areas that have been decompacted or scarified.

3.3 Seeding – The seed or seed mixtures shall be accurately proportioned as stipulated and thoroughly mixed. They shall be remixed as necessary so that a uniform mixture will result as each loading of the seeder is made.

Seed shall be applied with a rotary hand seeder or other approved type commercial seeder or by an agreed upon method. All portions of the area shall be uniformly covered to the required density.

3.2 Mulching – Mulch shall be applied by hand or by approved mechanical means with a coverage rate of 75%.

3.4 Maintenance of Seeded & Mulched Area – the Contractor will not be required to maintain an area which has been satisfactorily seeded except that they shall protect the area against traffic by warning signs or barricades or other methods approved by the COR.

When a seeded & mulched area has become damaged by storm or otherwise prior to final acceptance of the project, the COR. may order the area reworked. The damage shall then be repaired as directed and the area reseeded.

Part 4 – Measurement and Payment

4.1 Measurement – The method of measurement, described in Section 01800, will be designated in the Schedule of Items.

4.2 Payment – The accepted quantities will be paid for at the contract unit price for each pay item shown in the Schedule of Items.

02801

Seeding & Mulching . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S.Y.

END OF SECTION

DIVISION 11 – EQUIPMENT

11390 – Equipment Rental Part 1 - General

1.1 Description – This section shall consist of performing other additional excavator work on the project site on an equipment rental basis as directed by the COR. through the Contractor. When not in use under this Section, the equipment may be used to perform work incidental to other pay items as described in the specification.

1.2 Equipment Requirements – Equipment shall be furnished on a fully operated basis, of modern design, and in good operating condition, with a competent qualified operator. Exhaust stacks of all engines, except those with exhaust-driven turbochargers, shall be equipped with spark arrestors that will prevent the expulsion of sparks from the engine into atmosphere. All equipment shall have rollover protective canopies.

Hydraulic Excavator:

a. Minimum flywheel horsepower: 90

b. Minimum bucket size: 0.6 CY

c. Minimum weight: 28,000 lbs.

d. Equipped with fire prevention and suppression equipment as per this contract.

e. Equipped with ROPS Canopy

f. 1997 model or newer.

g. Opposing hydraulically operated thumb on bucket.

Part 2 – Products

Not Applicable

Part 3 – Execution

3.1 Moving of Equipment – Moving of the above equipment to and from the job shall be incidental to Item 02000.

3.2 Hours of Operation – The hours of operation shall be the same as the Contractor’s regular working shift, unless otherwise directed in writing by the COR.

3.3 Availability – The Contractor shall furnish the above equipment within three calendar days after being ordered to do so by the COR. The COR. may release the equipment whenever it is not needed.

3.4 Safety – All equipment shall be operated in a safe manner by competent personnel.

Part 4 – Measurement and Payment

4.1 Measurement – The method of measurement described in Section 01800, will be designated in the Schedule of Items.

4.2 Payment – Only work directed by the COR. for the hours recorded on Form 297 “Rental Equipment Use Record” will be paid for under this Section.

11390 Equipment Rental, Fully Operated Hydraulic Excavator. . . HR