A.02.07 DRAFT JRL RWCC Water Storage Tank SOW.docx

SECTION C

I. STATEMENT OF WORK

RWCC Water Storage Tank Replacement, Jennings Randolph Lake Project, RWCC, Elk Garden, West Virginia, Baltimore District, U.S. Army Corps of Engineers.

C.1 Statement of Work: The Contractor shall provide labor, supervision, materials, excavation, equipment, cranes, manlifts and all supplies to demo the existing 35,000-gallon metal bolt together water tank and dispose of all martials from existing tank. The Contract shall clean and prep existing concrete pad for the new fiberglass tank. The Contractor shall provide and setup a new fiberglass style tank 33,796-gallon on the existing 15’-11” dia. concrete pad where the old metal tank was sitting. The Contractor shall install the 33,796 Gallon tank and make all proper plumbing connections to existing lines. The 33,796 Gallon Above Ground Fiberglass Tank – Dimensions are 15’5″ x 24′: Radius 7.75′ – Diameter 15’5″ – Height 24′ – Cubic Ft. 4,529 – Gallons 33,796 – Barrels 750. This tank shall be green or tan in color. This tank will be used for potable water.

C.1.1 Location: Jennings Randolph Lake RWCC is in Garrett County, Maryland and Mineral County, West Virginia, on the North Branch Potomac River, and is 7.9 miles upstream from the mouth of Savage River (Figure 1).

II. SPECIAL CONDITIONS

C.2 Site Inspections: For the benefit of prospective bidders, a site inspection is mandatory. To arrange for an inspection on site prior to bidding, contact the Operations Project Manager.

C.2.1 Commencement of Work: All work will commence within 30 calendar days after notification of award of bid and be completed within 110 calendar days of the notice to proceed. The start date will be coordinated with the Operations Project Manager or Head Dam Operator.

C.2.2 Performance of Work: The Contractor shall perform work only during normal Corps of Engineers duty hours (7:30 a.m. to 4:00 p.m., Monday through Friday, excluding national holidays). Exceptions to this condition must be coordinated with and approved in advance by the Operations Project Manager, Jennings Randolph Lake Project.

C.2.3 Operations and Storage Areas: The Contractor shall confine all operations (including storage of materials) to areas authorized or approved by the Operations Project Manager or the Head Dam Operator. The Contractor shall hold and save the Government, its officers and agents free and harmless from liability of any nature occasioned by the Contractor’s performance.

C.2.4 Housekeeping: The Contractor shall keep the work area, including storage areas, free from accumulation of waste materials. Before completing the work, the Contractor shall remove from the work site and premises, any rubbish, tools, equipment, and materials that are not property of the Government.

C.2.5 Environmental Protection: The Contractor is required to comply with all Federal, State, and Local environmental regulations.

C.2.6 Permits and Licenses: The Contractor shall, at his/her own expense, obtain any license or permits required to perform the contract. The Contractor shall comply with all Federal, State, and Local laws and regulations and shall comply with any subsequent changes.

C.2.7 Superintendent: The Contractor shall act as or provide a Superintendent who is responsible for quality control whenever the work specified herein is being performed. The Superintendent shall conduct overall management coordination and is the central point of contact with the Government for performance of all work under this contract. The Superintendent and any individual designated to act for him/her shall have full authority to contractually commit the Contractor for prompt action on matters pertaining to the administration of the entire contract. Such authorization shall be submitted in writing to the Government representative. The Superintendent shall deal directly with the designated technical point of contact, for the normal day to day administration of the contract provisions. Superintendent will be required to attend pre-work conference prior to commencing work under this contract.

C.2.8 Project Operation: Jennings Randolph Lake is a flood control project and the Contractor’s access to the work area and the execution of the requirements specified herein shall not interfere with the daily operations of the dam or employees. It is the responsibility of the Contractor to coordinate all work with the Operations Project Manager or the Head Dam Operator.

III. SPECIFICATIONS

C.3 General: The Contractor shall provide labor, supervision, materials, excavation, equipment, cranes, manlifts and all supplies to demo the existing 35,000-gallon metal bolt together water tank and dispose of all martials from existing tank. The Contract shall clean and prep existing concrete pad for the new fiberglass tank. The contractor is responsible for repairs needed on existing 15’-11” dia. concrete pad that includes, but is not limited to, concrete crazing, scaling, blisters, and spalling to ensure integrity of any repairs made is a minimum of 3500 psi. The Contractor shall provide and setup a new fiberglass style tank 33,796-gallon on the existing 15’-11” dia. concrete pad where the old metal tank was sitting. The Contractor shall install the 33,796 Gallon tank and make all proper plumbing connections to existing lines. The 33,796 Gallon Above Ground Fiberglass Tank – Dimensions are 15’5″ x 24′: Radius 7.75′ – Diameter 15’5″ – Height 24′ – Cubic Ft. 4,529 – Gallons 33,796 – Barrels 750. This tank shall be green or tan in color. This tank will be used for potable water.

C.3.1 Tank details 1 The 33,796 Gallon Above Ground Fiberglass Tank 1 Black Out Layer/UV Stable Gel Coat 3 2" FPT Fitting (Inlet, Drain, Outlet) 1 3" FPT Fitting (Overflow) 1 1" FPT Fitting (For Controls) 1 3" Screened Mushroom Vent 1 24" VE Side Shell Manway w/Buna Gasket, Galv. Nuts/Bolts 1 41' Float Gauge 10 Galvanized Anchor Chairs - Detachable. Total number of anchors are estimated and may change per site specific foundation design (Bolts & Epoxy by contractor)

C.3.4 The contractor will be responsible for coordinating the work schedule with the Operations Project Manager or his representative and be required to maintain access to all areas for public and government use.

C.3.6 The contractor shall verify all locations and existing site conditions with project staff before ordering materials or mobilizing.

C.3.7 The contractor shall be responsible for all demobilization to include removal of equipment, trash, and debris related to project construction and dispose of offsite.

SECTION D

SECURITY

Access and General Protection/Security Policy and Procedures.

D.1 All contractor and all associated sub-contractor employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

D.2 All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

Pre-screen candidates using E-Verify Program.

D.3 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." *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

SECTION E

SAFETY

E.1 Accident Prevention Plan: The Contractor shall develop and submit a written detailed Accident Prevention plan. This plan must indicate in detail the general policies and procedures for safe operation in the accomplishment of this contract. A cover letter identifying the Contractor or Company name, address, phone number, email (if applicable), Contract number and current year will accompany the plan. The plan shall show how the Contractor intends to perform all services in full compliance with the safety requirements set forth in EM 385-1-1, Appendix A. This plan will be submitted no less than fourteen (14) days prior to the beginning of the Contractor’s first spray treatment. A signed letter of certification which references the contract and current year and states if the original plan remains current (or lists changes if applicable) is acceptable following the base year of applications. All plans, or subsequent revisions, must be acceptable to government before the work commences.

E.2 Safety Officer: The Contractor shall designate a Contract Employee to be responsible for overall supervision of accident prevention activities. Such duties shall include assuring applicable safety requirements are incorporated in work methods and inspecting the work to ensure that safety measures are in action.

E.3 Accident Prevention: In performing this contract, the Contractor shall comply with all current Federal, State, and Local safety regulations, including Corps of Engineers Safety and Health Requirement Manual EM 385-1-1, and shall comply with any subsequent changes. The Corps of Engineers Safety and Health Requirement Manual 385-1-1 may be found on the World Wide Web http://www.hq.usace. army.mil/ceso/cesopub.htm.

E.4 Accident Reporting: In the event of an accident or injury involving contractor personnel or equipment in performance of work, the Contractor shall immediately notify the Government representative by the most expedient means feasible. If so instructed, the Contractor shall complete forms furnished, and/or provide a written description of the incident within 24 hours of notification to do so.

Figure 1 Project Site Map

Existing water tank image1.jpeg