C04 12FPC326B0016 Attachment 1 Starement of Work.pdf
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- Solicitation number
- 12FPC326B0016
About this file
This is a Statement of Work (SOW) for the Kalispel Tribe Dike Repair project located in Pend Oreille County, Washington, issued by the US Department of Agriculture (USDA).
The scope of work requires the contractor to dewater the site, provide erosion control, excavate the existing dike soil and stockpile it, remove the 36-inch diameter dike culvert and anti-seep collars (if in suitable condition as determined by the Contracting Officer's Representative), reset the existing culvert and anti-seep collars, place riprap and nonwoven geotextile around the culvert outlet, and backfill and compact the dike according to project drawings. An option bid item allows for installation of a new 36-inch diameter culvert and anti-seep collars if the existing corrugated metal pipe is not salvageable, as recommended by the COR and approved by the Contracting Officer. The contractor must provide all supervision, labor, tools, equipment, transportation, and materials necessary to perform the work; follow all federal, state, and local construction, safety, and labor laws; maintain responsibility for their equipment; and properly dispose of all debris and excess materials from the site. All work must comply with NRCS specifications referenced in the Engineering Handbook, Part 642, Subparts B and C.
The deliverables section provides two examples of reporting requirements, with Example 2 showing monthly status reports due by the 5th of each month and monthly cumulative BPA Call Order Reports due by the 10th of each month, both submitted via email to the COR. All written deliverables must be phrased in layperson language.
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US Department of Agriculture (USDA)
Statement of Work
Contents Project
General Information
1.0 Scope of Work
2.0 Background
Contractor Requirements
3.0 Technical Requirements / Tasks
4.0Deliverables / Schedule ................................................................................................... Error! Bookmark not defined.
Project Kalispel Tribe Dike Repair- Pend Oreille County, Washington
General Information
1.0 Scope of Work
The Kalispel dike repair includes dewatering the site, providing erosion control, excavating the existing dike soil and stockpiling, removing the 36” diameter dike culvert and anti-seep collars, if in suitable condition, as determined by the COR, resetting the existing dike culvert and anti-seep collars, placing riprap and nonwoven geotextile around the culvert outlet, backfilling and compacting the dike. For more details, reference the project drawings in Section J.
Option bid item 1: As recommended by the COR and approved by CO, if the existing 36” diameter dike culvert and anti-seep collars are not salvageable, then a new 36” diameter culvert and anti-seep collars will be installed as specified.
2.0 Background
Excavate an improperly constructed dike, reset the existing corrugated metal pipe (or replace if not salvageable), then backfill and compact as specified.
Contractor Requirements
3.0 Technical Requirements / Tasks
Unless working tolerances are specified, all work performed and materials furnished must 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 in compliance with reasonable and customary manufacturing and construction tolerances.
1. Provide all supervision, labor, tools, equipment, transportation, and material necessary to perform the work.
2. Follow industry standards, all federal and state, and local construction, safety and labor laws.
3. Contractor is responsible for their equipment. The Government is not liable for damages or losses of equipment due to theft or vandalism.
4. Remove all debris and excess materials from the site and dispose of them properly.
The attached “List of Specifications” apply. All specifications not included in the specification listing, but referenced by listed specifications, are applicable. For a complete list of specifications, reference the NRCS eDirectives, 210-Engineering, Part 642 of the NRCS Engineering Handbook, Subpart B-National Construction Specifications and Subpart C-National Standard Material Specifications (https://directives.sc.egov.usda.gov/directive/24).
4.0 Deliverables / Schedule
All written deliverables shall be phrased in layperson language.
Example 1 Key Deliverables
Item No. Deliverable Objective Due 1 Proposed Project
Plan Defining the responsibilities, timeline, risks and milestones of contract objectives. Ref. Subtask 4.1.3
No later than five (5) business days after contract award
2 Weekly Status Report Report documenting tasks & issues weekly. Ref Task 5.1
Weekly, every Friday, by 3:00 PM EDST until the contract expires
Example 2
Key Deliverables
Item No.
Deliverable / Item Title
Description Frequency Reference Delivery Format
Due By
1 Monthly Status Report
Monthly report documenting tasks and issues identified during the month
Once per month
Ref. SOO, Page 3, Section 4.2.1, Functional Tasks
Via email to COR
The 5th day of each month after contract award
2 Monthly Cumulative BPA Call Order Report
Monthly cumulative of all BPA Calls issued since date of contract award
Once per month
Ref. SOO, Page 6, Section 5.1.3, Call Order Report Details
Via email to COR
The 10th day of each month after contract award
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