A_PROJECT_TO_Tillicum_Mad_River..doc

Project A – Rd 5700/5800 Tillicum/Mad River

INDIVIDUAL PROJECT TASK ORDER

This Individual Project Task Order is issued under contract number:

AG-5GG-C-08-______

AG-05GG-D-08-_____

Okanogan - Wenatchee National Forest

Acquisition Section, 215 Melody Lane Wenatchee, WA. 98801

Financial obligations and payments shall be processed via the Issuing Office.

PROJECT:

PROJECT NAME: PROJECT A - ROAD 5700/5800 Tillicum/Mad River Entiat Ranger District, OKA-WEN National Forest Itemized payment items, quantities, prices and detailed project requirements are attached

A BID GUARANTEE is required for all offers exceeding $100,000.00.

OFFER:

Date:

This is a firm offer for 30 calendar days from the Response Date/Time. The offer agrees to furnish any required bonds and to perform the work at the prices offered.

AWARD:

ITEMS ACCEPTED:

TOTAL

AMOUNT: $

Task Order Number and Award Date shown at top.

Task Order Contracting Officer

SECTION B – BID SCHEDULE

(Detailed List of Payment Items, Quantities, Units, Unit Prices and Amounts)

B-1 BID SCHEDULE

ITEM

NO.

DESCRIPTION

PAY

UNIT

EST.

QTY.

UNIT

PRICE

TOTAL

PRICE

15101

Mobilization

Lump Sum All

20401

Roadway excavation, clean ditch, culverts and catch basins

Cubic Yard*

20401 Roadway excavation, Remove slide material

Cubic Yard*

32203

Aggregate base, grading 1 ¼” , compaction method C

Cubic Yard*

60278

36-inch corrugated polyethylene pipe, type B, method c or Metal

Foot

TOTAL PRICE

B-2 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-03 109.01 unless otherwise noted.

* Denotes Contract Quantity

SECTION C – STATEMENT OF WORK

C-1

PROJECT SCOPE

Work includes:

Tillicum Road 5800

2.3 miles

BOP 0.0 jct. with 5700 to 2.3 Indian creek EOP

Clean ditch, culverts and catch basins, estimate 400cy Remove slide material, estimate 300cy

Install 36” cmp m.p. 1.23, rip rap outlet (incidental to culvert installation) Shape and compact travel way and turnouts

Spot rock 1 ¼ “ minus crushed aggregate, 200 cy

Haul excavated material to stockpile site @ m.p 0.1

Tyee Road 5700

2.5 miles SL Paved roadway, BOP mp 0.0 with jct. 5800 to mp 2.5 EOP

Clean ditch, clean culverts and catch basins estimate 600cy Remove slide material estimate 500 cy

Haul all material to stockpile site on 5800 @ mp 0.1

C-2

PROJECT LOCATION

The project can be located as follows:

From Entiat WA. travel up the Entiat River on #371 eight miles to Ardenvor. Turn left on 5700 and project starts in 2 miles at the junctions of RD 5800 and RD 5700.

C-6

SPECIFICATIONS APPLICABLE TO THIS INDIVIDUAL PROJECT

[X] FHWA Standard Specification 2003 U.S. Customary applies

[_] FHWA Standard Specification 2003 Metric applies

The attached “List of Specifications” and “Supplemental Project Specifications” apply.

SECTION F – PERFORMANCE TIME

F-5

FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK / ALTERNATE I

The following performance time requirements shall apply to this project:

30 Calendar Days with desired start work date of June 16, 2008

SECTION G – CONTRACT ADMINISTRATION DATA

G-9

GOVERNMENT-FURNISHED PROPERTY (AGAR 452.245-70) (FEB 1988)

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

NONE

G-10

POST AWARD CONFERENCE (AGAR 452.215-73) (FEB 1988)

A post award conference with the successful offeror is required. It will be scheduled and held within 15 days after the date of contract award. The conference will be held at the Headquarters of the Okanogan and Wenatchee National Forests, 215 Melody Lane, Wenatchee, WA.

SECTION H - SPECIAL CONTRACT REQUIREMENTS

H-1

FAR 52.236-4 PHYSICAL DATA

Change section (c) to read as follows:

(c) Transportation facilities. Site is accessed via paved Chelan county roads and Forest Service roads, both paved and aggregate. Contractors are cautioned that the roadway structure on 5700 is paved and should be protected if using track type equipment.

Contractors are cautioned that the roadway structure is designed so that the completed road will support highway legal loads during a limited use season. Construction equipment often subjects the uncompleted roadway structure to loadings it is not designed to support. This is especially critical during periods of excessive moisture and will require careful selection and scheduling to permit efficient operation. Any damage resulting from operations which renders the material unsuitable for use or results in potential siltation of streams will be corrected by the Contractor at its expense.

H-11

LANDSCAPE PRESERVATION AND HAZARDOUS MATERIALS

Add the following:

(a) The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawn or natural features not designated for treatment. The Contractor shall confine operations to within the clearing limits or other areas designated in the contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer.

(b) Prevention of Oil Spills. If the Contractor maintains storage facilities for oil or oil products on site, appropriate preventive measures shall be taken to insure that any spill of such oil or oil products does not enter any stream or other waters of the United States or any of the individual states. If a spill of petroleum product should occur in water, the Contractor shall take immediate action to clean up or contain the spill, then immediately notify the Engineer and the Oregon Emergency Response System (OERS), telephone 1-800-452-0311 or 1-503-378-4124, and then immediately notify the Contracting Officer.

Contractor shall have a SPILL RESPONSE KIT on the project whenever equipment is operating. The spill kit shall be sufficient to absorb 34 gallons of oil, designed to float on the surface, while absorbing oil and repelling water. The KIT shall meet or exceed the physical properties of “New Pig Products Spill Kit #408”.

Oil absorbing mats are required under all stationary equipment, or equipment being serviced within the Forest Boundary to prevent leaking or spilled petroleum base products from contaminating soil and water resources. Such material will be furnished by Contactor and approved by Contracting Officer.

Servicing of all equipment shall be done only in the areas approved by the Contracting Officer. If the total oil or oil products storage exceeds 1320 gallons or if any single container exceeds a capacity of 660 gallons, the Contractor shall prepare a Spill Prevention Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112) including certification by a registered professional engineer.

Equipment shall be furnished on a fully operational basis, of modern design and in good operating condition with no fuel or oil leaks. Repairs and move-in/move-out are the Contractor’s responsibility. All equipment shall be power washed and shall be clean prior to entering Forest Service Land.

(c) No objectionable material shall be allowed to enter any stream, river, lake, or other body of water. Material which falls in these areas shall be retrieved and disposed of, or incorporated in the work as directed by the Contracting Officer, and damage to vegetation or structures outside the project limits shall be repaired as directed by the Contracting Officer.

(d) The Contractor shall not operate equipment or otherwise disturb the natural vegetation and soil beyond the areas flagged on the ground or beyond two feet from edge of walkways, top of cuts, or toe of fills.

(e) The Contractor will make every reasonable attempt to preserve the scenic and natural environment along this construction project.

(f) Prior to the start of construction the Contractor shall submit to the Engineer for approval a schedule and plan for temporary pollution control measures for the following phases of work:

H-12

LOCAL DISPOSAL SITES

Add the following:

Designated disposal sites for this project are shown on the Plans or designated adjacent to the project area.

H-20

PROSECUTION OF WORK – WORK HOUR LIMITS – WORK ITEM LIMITS

Add the following:

a) All construction activity shall be limited to two (2) hours after sunrise and two (2) hours before sunset, Monday through Friday, unless other hours are approved in writing by the Contracting Officer. The Contractor shall conduct activities so that interference with the public shall be kept at a minimum.

b) The Contractor shall use measures and precautions necessary to warn and protect the public and Government personnel during work at the project site. Such actions include, but are not limited to, furnishing and maintaining barricades and signs around the work site and roping off the area.

H-31

SANITATION REQUIREMENTS

Unless substitute measures or equipment are authorized in writing by the Contracting Officer, protection of air and water quality will include the use of approved chemical toilets by all persons engaged in road construction or in removing timber under this contract while they are within the boundaries of the Forest. Such facilities shall be furnished by Contractor in quantities and at locations approved by the Engineer. No habitation or overnight dwelling by employees of Contractor will be permitted on National Forest land without advance written approval from the Contracting Officer.

SECTION J - ATTACHMENTS

Item Number of Pages

1. Individual Project Technical Capability Questionnaire 1 page

(Attached separately)

2. List of Specifications and Supplemental Project Specifications 27 pages

3. List of Applicable Drawings:

7 drawings

Vicinity Map

801-1 Illustration of Road Structure Terms

851-1 Hazard Removal

Drainage Construction Details

Drain Dip

Road Structure Details

Reconditioning Existing Roadway – Estimate of Quantities/Project Log

4. General Decision Number: WA20080001 5/09/2008 44 pages

(Attached separately)

5. Fire Protection Requirements Forms from basic contract:

· R6-FS-6300-52 applies

· Measure 1 applies

· Measure 2 applies

Bid Bond Form SF-24 applies if offer exceeds $100,000.00 and a Surety Bond is used for the Bid Guarantee.

QUESTIONNAIRE

Project A: Tillicum/Mad River

1. Capability and Project Schedule -

a) Provide a brief explanation of your capability to accomplish this work. You may include a description of the work you plan to subcontract out.

b) Include a list of equipment you will provide to complete the work (owned or rented).

c) Provide your expected schedule including sequence of work items and approximate time to complete each item.

2. Sequencing ALL work

a) Provide your planned sequencing of all work on this segment of the road.

b) Assume there will be water flowing in the stream. Provide a brief explanation of your water diversion and erosion control practices associated with the work.