Rev_9-20-2012_Task_Order_00001_-_Statement_of_Work.docx

Statement of Work Revised Task Order 0001 Attachment 1

DESCRIPTIVE DATA

The contractor shall furnish the necessary labor, supplies, equipment, materials, travel, facilities, hardware, required to accomplish the Geotechnical Investigations detailed in SOW Paragraph 4.0. Task Orders will be issued in accordance with Section H entitled "Ordering Procedures."

DESCRIPTIVE DATA

The contractor shall furnish the necessary labor, supplies, equipment, materials, travel, facilities, hardware, required to accomplish the Geotechnical Investigations detailed in SOW Paragraph 4.0. Task Orders will be issued in accordance with Section H entitled "Ordering Procedures."

DESCRIPTIVE DATA

The contractor shall furnish the necessary labor, supplies, equipment, materials, travel, facilities, hardware, required to accomplish the Geotechnical Investigations detailed in SOW Paragraph 4.0. Task Orders will be issued in accordance with Section H entitled "Ordering Procedures."

DESCRIPTIVE DATA

The contractor shall furnish the necessary labor, supplies, equipment, materials, travel, facilities, hardware, required to accomplish the Geotechnical Investigations detailed in SOW Paragraph 4.0. Task Orders will be issued in accordance with Section H entitled "Ordering Procedures."

4.0 GEOTECHNICAL INVESTIGATIONS (Normative) ANSI EIA/TIA 222G - Page 209 Vendor shall be responsible to perform and provide a Geotechnical Report to the Forest Service prior to the commencement of tower project. The following are the guidelines set forth in the ANSI EIA/TIA 222G manual.

4.1 Annex contains information that shall be contained in a geotechnical investigation.

4.1.1. Boring logs and report shall provide:

1. Date, sampling methods, number and type of samples

2. Description of the soil strata according to the Unified Soil Classification System

3. Depths at which strata changes occur referenced to a site benchmark elevation

4. Standard Penetration Test blow counts for each soil layer

5. Soil density for each soil layer

6. Internal angle of friction for each soil layer

7. Cohesion for each soil layer

8. Ultimate bearing capacities for each soil layer or at the recommended bearing depth(s)

9. For expansive soil conditions, the active zone of influence and recommendations for design

10. Elevation of free water encountered and the ground water depth below grade to be considered for design

11. Frost depth to be considered for design

12. Soil electrical resistivity, pH values and corrosive nature of soil

13. Other pertinent soil design data and recommendations

14. Recommendations for alternate foundation types

15. Topographic information for the site

16. Note the location within 1,000 ft. [300 m] of the structure of underground pipelines, buried concentric neutral power wires and electrical substations as these may effect electrolytic corrosion.

4.1.2. For drilled piers the following information shall also be provided:

1. Ultimate tip bearing capacity

2. Ultimate skin friction for each soil layer

3. Lateral modulus of soil reaction for each soil layer.

4. Ultimate soil strain at 50% of ultimate compression, for each soil layer.

4.1.3. For rock anchors the following information shall also be provided:

1. Type and condition of rock

2. Rock quality designation, RQD

3. Percent rock sample recovered

DELIVERIES OR PERFORMANCE

A. FEDERAL ACQUISITION REGULATION CONTRACT CLAUSES IN FULL TEXT

FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984) The Contractor shall be required to (a) commence work under this contract within 5 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 14 calendar days. The time stated for completion shall include final cleanup of the premises.