W912P922B0036 Task Order Scope of Work.pdf

SCOPE OF WORK

1. SCOPE OF WORK: The contractor shall furnish all equipment, materials, labor, and incidentals to provide for the following item of work. See attached images for site specific information and location of work. Base Work and Optional Work shall be as indicated below.

For bid schedule items not currently defined in the existing base IDIQ contract the contractor shall provide and perform work under the line items for Miscellaneous Service Activities, Rental of Miscellaneous Equipment with Operator, Rental of Miscellaneous Equipment without Operator, and/or Procurement and Delivery of Miscellaneous Materials.

A. WOODS LAKE. All work items contained under this section are BASE WORK and shall be performed within the Woods Lake location site limits. (See Appendix A-1).

a. SHORELINE REVETMENT. The contractor shall remove all woody vegetation within designated shoreline sections prior to placing riprap. The contractor shall haul all removed woody vegetation to a predetermined disposal location contained onsite, burning of vegetation is not permitted. (See Appendix B-4).

The contractor shall reshape the existing shoreline as needed to remove depressions as needed. NOTE: During the previously mentioned process the contractor shall maintain existing grade.

The contractor shall place approximately 350 tons of 140-pound top-sized riprap along the entire specified shoreline as shown in Appendix B. All new riprap shall be placed uniformly from the existing bankline top ledge down to just below the water’s edge. Additional riprap material shall be placed around the pump intake structure in order to create an access pier. (See Appendix B-2). Following the initial course of riprap the contractor shall place a 6-inch compacted layer of #2 Limestone (approximately 15 tons) ontop of the new riprap layer around the pump access pier. (See Appendix B-3). The contractor shall place a 4” compacted layer of CA6 (approximately 5 tons) ontop of the #2 Limestone to allow safe employee access to the pump/intake. (See Appendix B-3).

REFERENCE SPECIFICATION. See Section C of the base contact for reference.

13.5.1. Track-Type Bulldozer.

13.5.2. Track Hoe.

13.5.4. Dump Truck.

13.5.6. Backhoe.

19.0 Procurement & Delivery of Miscellaneous Materials.

b. MECHANICAL DREDGING. The contractor shall excavate and remove silt deposits contained in the Woods Lake silt trap. The contractor shall dredge material from within the site limits (See Appendix C). Current siltation amounts are unknown, the contractor shall base their work off performing excavation and stockpiling activities for approximately 15-8 hour days. The contractor shall haul all excavated spoils to a predetermined disposal location contained onsite. (See Appendix C). The contractor shall be responsible for the placement of excavated spoils.

13.5.1. Track-Type Bulldozer.

13.5.2. Track Hoe.

13.5.4. Dump Truck.

c. MATERIAL SUPPLY, DELIVER, INSTALL. The contractor shall supply, deliver, and install a 3-phase/ 480V axial pump with 45-degree discharge or approved equivalent per Government approval. The new pump shall be rated for 2,000 GPM @ 34.14’ TDH. The contractor provided pump shall be manufactured to same dimensions of the existing pump (Couch Pump SN#6802). The contractor shall provide the motor mount, 45-degree discharge (sandblasted, epoxy coated, oil lubricated shaft), electric motor, belt drive and belt guard. Pump specifications are referenced in Appendix F.

16.0 Miscellaneous Service Activities.

B. FIN & FEATHERS BROOD POND. All work items contained under this section are OPTIONAL WORK and shall be performed within the Fin & Feathers Brood Pond location. (See Appendix A-2).

a. GRADING. The contractor shall regrade the bottom of the Fin & Feathers Brood Pond in order to establish a consistent and predictable grade. Bottom composition shall slope slightly towards to the water control structure (outflow drain) in order to permit proper and complete drainage of the pond. The contractor shall also remove two (2) existing islands located within the pond. The contractor shall use all excavated material to fill in erosion area surrounding the pond. All fill areas shall be seeded and strawed upon completion of work to prevent erosion. Placement areas will be identified by the Government.

13.5.1. Track-Type Bulldozer.

b. CONCRETE DRAIN EXTENSION. The contractor shall construct a concrete drain extension that is approximately 135 feet in length. The drain extension shall match the existing dimension/design. The approximate design of the culvert is 5 feet in overall width with a 2 foot wall on both sides. The sides shall be 4 inches thick and the base shall be 6 inches thick. All concrete shall be reinforced with wire mesh and saw cut every six (6) feet to prevent uncontrolled cracking.

16.0 Miscellaneous Service Activities.

c. ROCK FILTER. The contractor shall fabricate two (2) rock filter structures at the south inlet of the Fin & Feathers Brood Pond. Both filters shall have a base constructed of 90-pound top-sized riprap. The first (downstream) rock filter shall then be layered with #2 limestone. The second (upstream) filter shall be layered with #2 limestone, ¾-inch clean, and finally pea gravel. Each layer shall contain its own cutoff trench to prevent underseepage and avoid erosion. Approximate material quantities are as follows: 200 tons of 90-pound top-sized riprap, 100 tons of #2 Limestone, 50 tons of ¾-inch clean, and 35 tons of pea gravel.

2. LOCATION.

A. LAKE SHELBYVILLE. All work will occur within the Lake Shelbyville AoR (1989 IL-16, Shelbyville, IL 62565). Work under this contract will consist of performing various construction activities along with supply, deliver, and installation of a new 3-phase/ 480V electric axial pump with 45 degree discharge. Specific work locations will be at Woods Lake and the Fin & Feather Brood Pond located approximately 5 miles South of Sullivan, IL. GPS coordinates for specific work locations will be included on the applicable site maps reference in Appendix A 1-2.

3. PERIOD OF PERFORMANCE. This task order shall be performed between the 1OCT2022 and 30SEP2023.

A. Unauthorized Direction: Reference Contract Clause 52.243-1 Changes-Fixed Price (August 1987) Alternate III (1984): Only the Contracting Officer (KO) has authority to change the contract or issue a task order. No price or completion date changes can be made without approval from the Contracting Officer in advance of commencing work.

The Contractor shall not accept directions from any Government employee or otherwise, other than the Contracting Officer, that would involve a change to the contract cost or final completion date.

B. If the schedule is exceeded due to causes beyond the control and without the fault or negligence of the contractor, as determined by the KO, the call order will be modified in writing and the completion date will be extended one calendar day for each calendar day of delay. Requests for time extension shall be forwarded to the Contracting Officer prior to the completion date shown on the task order.

C. All work shall be performed during daylight hours.

4. SUBMITTALS.

A. 3-PHASE/ 480V ELECTRIC AXIAL PUMP. The contract shall submit manufactures specifications to include, at a minimum, pump dimensions, operational characteristics, and warranty for the contractor proposed pump assembly.

5. ORDER & COORDINATION OF WORK.

A. The contractor shall be required to coordinate/schedule all work activities with the Authorized Representative of the Contracting Officer.

B. The subject task order contains multiple items of work. The contractor shall coordinate sequence of operations with the Authorized Representative of the Contracting Officer.

6. SUSTAINABILITY.

A. The United States Department of Agriculture (USDA) designates certain biobased products for federal procurement and specifies minimum biobased content levels for those products. Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred’s minimum biobased content level. Visit the BioPreferred web site for the complete list of designated products and the associated minimum biobased content level requirements.

7. SECURITY.

A. SUSPICIOUS ACTIVITY REPORTING TRAINING. The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

B. PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award

8. APPENDICES.

A. Appendix A – Site Maps B. Appendix B – Woods Lake Shoreline Revetment & Pump Location C. Appendix C – Woods Lake Mechanical Dredging D. Appendix D – Fin & Feathers Grading & Island Removal E. Appendix E – Existing Pump Pictures F. Appendix F – Existing Pump Specs G. Appendix G – Lower Water Site Maps