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Statement of Work
| Task Order 0001 |
| Geotechnical Investigations |
| 5/25/2012 |
| CLIN #0001-001 |
| 526 SPUR |
| PRICE: $ |
| QUANTITY |
| 1 Each Geo-Technical Investigations |
| CONTRACT TYPE |
| FIRM FIXED FEE |
| LOCATION |
| Latitude N 31° 29.206’ Longitude W 095° 13.804’ Elevation 462’ |
| FOREST |
| Davey Crockett National Forest |
| POINT OF CONTACT |
| George Rosenthal (936) 707-1832 |
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."
| CLIN #0001-002 |
| BALL FIELD |
| PRICE: $ |
| QUANTITY |
| 1 Each Geo-Technical Investigations |
| CONTRACT TYPE |
| FIRM FIXED FEE |
| LOCATION |
| Latitude N 31° 10.977’ Longitude W 095° 02.167’ Elevation 356’ |
| FOREST |
| Davey Crockett National Forest |
| POINT OF CONTACT |
| George Rosenthal (936) 707-1832 |
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."
| CLIN #0001-003 |
| MARENISCO TOWER |
| PRICE: $ |
| QUANTITY |
| 1 Each Geo-Technical Investigations |
| CONTRACT TYPE |
| FIRM FIXED FEE |
| LOCATION |
| Latitude N 46° 22’ 48.6” Longitude W 089° 39’ 42.50” Elevation 356’ |
| FOREST |
| Ottawa National Forest |
| POINT OF CONTACT |
| Kevin Throop (218) 327-5926 |
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."
| CLIN #0001-004 |
| HIGHLAND LOOKOUT |
| PRICE: $ |
| QUANTITY |
| 1 Each Geo-Technical Investigations |
| CONTRACT TYPE |
| FIRM FIXED FEE |
| LOCATION |
| Latitude N 45° 46’ 7.0” Longitude W 112° 29’ 6.6” Elevation 9718’ |
| FOREST |
| Beaverhead / Deerlodge National Forest |
| POINT OF CONTACT |
| Bill Givens (406) 660-0114 |
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."
| CLIN #0001-005 |
| SOUTH SALMON BALDY TOWER |
| PRICE: $ |
| QUANTITY |
| 1 Each Geo-Technical Investigations |
| CONTRACT TYPE |
| FIRM FIXED FEE |
| LOCATION |
| Latitude N 45° 08’ 41.45” Longitude W 114° 00’ 32.39” Elevation 9141’ |
| FOREST |
| Salmon / Challis National Forest |
| POINT OF CONTACT |
| Jason Bruce (208) 756-5194 |
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."
| CLIN #0001-006 |
| HIGH CAMP TOWER |
| PRICE: $ |
| QUANTITY |
| 1 Each Geo-Technical Investigations |
| CONTRACT TYPE |
| FIRM FIXED FEE |
| LOCATION |
| Latitude N 45° 51’ 30” Longitude W 116° 07’ 40” Elevation 5826’ |
| FOREST |
| Clearwater National Forest |
| POINT OF CONTACT |
| Jim Whitney (208) 983-7002 |
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."
| CLIN #0001-007 |
| IRON MOUNTAIN TOWER |
| PRICE: $ |
| QUANTITY |
| 1 Each Geo-Technical Investigations |
| CONTRACT TYPE |
| FIRM FIXED FEE |
| LOCATION |
| Latitude N 45° 55.05’ Longitude W 115° 32.30’ Elevation 7404’ |
| FOREST |
| Nez Pierce National Forest |
| POINT OF CONTACT |
| Jim Whitney (208) 983-7002 |
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
| 4. Ultimate bond stress in the interface between the rock and grout. |
| 5. Ultimate shear strength |
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.