A.02 NL2 Barge CraneSupport_PWS_102521.docx

PERFORMANCE WORK STATEMENT (PWS)

SPECIFICATIONS

BONNEVILLE NAVIGATION LOCK NO. 2 DOWNSTREAM STOPLOG INSTALLATION AND REMOVAL

Government Point of Contact: Stan Cummings, Mechanical Engineer, Bonneville Lock & Dam, Cascade Locks, OR. Ph: (541) 374-3868, email: Stanley.g.cummings@usace.army.mil

1. DESCRIPTION OF WORK. To facilitate dewatering of the Bonneville Navigation Lock No. 2, all labor and equipment shall be provided to retrieve eight (8) Bonneville Project downstream (D/S) stoplogs from their storage site and installing them in D/S stoplog slot; and at a later date removal of the D/S stoplogs from D/S stoplog slot and placing them back to the storage site.

2. LOCATION. The D/S sill and stoplogs are located and can be accessed on the north side of the lock deck at elevation 40.0, adjacent to the D/S Slot of the Bonneville Navigation Lock No. 2. The Bonneville Navigation Lock is located at the Bonneville Dam, Cascade Locks, Oregon. It is required that the D/S stoplogs shall be handled by barge crane. For vehicle traffic, the Project can be accessed via the south entrance gate from Interstate 84. For barge traffic, the barge shall approach and leave the lock from/to downstream side unless otherwise required. The existing access roadways to the Bonneville Navigation Lock from Bonneville First Powerhouse and Interstate Highway 84 shall not be closed as a result of service activities associated with this contract. All work shall be conducted in such a manner as to obstruct and inconvenience traffic as little as possible. The Contractor crew shall register at the Project Manager’s office upon arrival and be escorted to the site by Project Personnel. The Contractor shall coordinate the service with the Project Point of Contact (POC) prior to the subject date.

3. REFERENCES. As-Constructed Drawings are attached that show the location of the stoplog storage, the location of the stoplog slot, the pattern of installation of the stoplogs, the weight of the stoplogs, the configuration of the Bonneville Project lifting truss, a general view of the upstream guide wall, and a drawing of the guide wall ramps:

3.1. Stoplog Related Drawings:

a. BDN-10-25-N2-1/100 GENERAL PLAN AND SECTION MONOLITH 1, 2 & CHANNEL APRON

b. BDN-2-4/107 MONOLITH 1 STOPLOG STORAGE AREA DETAILS

c. BDN-2-4/118 STOPLOG FLOOR SEAL PLAN, SECTIONS AND DETAILS

d. BDN-2-4/476 STOPLOG ARRANGEMENT AND DOWNSTREAM GUIDE

e. BDN-2-4/485 LIFTING TRUSS GENERAL ARRANGEMENT

f. BDN-2-4/491 LIFTING TRUSS HOOK-UP BEAM DETAILS

g. BDN-6-4/89 GROUND MAT

h. BDN-7-3/14 DAY USE PARKING AND STOPLOG STORAGE AREA

4. SAFETY. All of the Contractors activity shall be performed in a safe manner. The Contractor’s equipment and activity (delivery, erection, and field testing) shall conform to the requirements of the US ARMY Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, dated November 30, 2014. This Manual may be viewed/printed from the world wide web address at http://www.usace.army.mil/SafetyandOccupationalHealth/EM38511,2008BeingRevised.aspx

5. PERFORMANCE PERIOD

5.1. D/S Stoplog Installation. After the D/S stoplog sill has been swept (by others 2-13-2022) the contractor shall start installing the D/S stoplogs. The Government will provide up to 2 riggers to assist in hooking up lifting truss to the contractors crane hook and for helping contractor riggers guide stoplogs into the slots. It is anticipated that installing the D/S stoplogs should take approximately 8 hours.

5.2. D/S Stoplog Removal. The contractor shall remove the stoplogs from the D/S stoplog slot and place back in existing storage location. Work shall begin on 3-9-2021. It is anticipated that removing the D/S stoplogs and placing them back to existing storage location should take approximately 8 hours 3-9-22. The Project POC will notify the contractor at least 5 working days in advance of stoplog removal. After the stoplogs have been successfully placed into storage, the stoplog handling work is completed. The Government will provide up to two (2) riggers to assist in hooking up lifting truss to the contractors crane hook and for helping contractor riggers guide stoplogs out of the slots and back to the shore.

6. CRANE. The contractor shall provide a barge crane that has adequate capacity to handle the stoplogs from the existing storage area to the D/S stoplog slot of the navigation lock. The crane shall meet all OSHA and EM 385-1-1 requirements for the type of crane to be used. The contractor shall provide all required crews and equipment for transporting barge crane to and from the Bonneville Dam site, a certified crane operator (for barge crane used) and riggers to operate the crane and the stoplog handling procedures.

7. PROJECT WORK SCHEDULE. Normal Bonneville Project business hours are between 6:30 am to 5:00 p.m. Monday through Thursday. The Navigation Lock operates all hours. Non-regular work hours can be coordinated with the Project POC in advance. The Contractor shall coordinate with the Project POC regarding all equipment delivery and actual work schedule in advance.

8. INSTALLATION AND REMOVAL OF STOPLOGS. Prior to installation, the Contractor shall review as-constructed drawings and shall be familiar with the storage configuration of the stoplogs so that he can proceed in an efficient manner of retrieving and placing the correct stoplogs in D/S slot in the correct sequence. After the last stoplog has been placed in the D/S stoplog slot, the contractor shall return the stoplog lifting truss to the north 40.0 deck and release it on deck. The reverse process shall be followed for removal of the stoplogs from the D/S slot and placing them back in the correct storage configuration on shore. The Government will provide a rigger on shore to assist hooking up and releasing the lifting truss from the contractor’s crane hook.

9. SUBMITTALS. All submittals shall be sent to the Project and Technical POC for approval. The contractor shall provide the following submittals:

9.1. Crane Lifting Plan. The plan shall provide information on the crane set-up, capacity, and lifting radius showing what configuration the contractor is going to use. The information shall include all safety features, etc. of the crane. (The crane shall meet all OSHA and EM 385-1-1 requirements for the type of crane to be used.)

9.2. Activity Hazard Analysis (AHA). The AHA shall identify the principle steps of the stoplog handling, all potential safety/health hazards, and recommended controls. The AHA shall also include the equipment to be used and any inspection/training requirements of the equipment.

9.3. Floating Service Load Chart. The load handling equipment (LHE) Manufacturer’s Floating Service Load Chart shall be provided in accordance with EM 385-1-1 Section 16.L.03. If the Manufacturer’s Floating Service Load Chart is not available, a Floating Service Load Chart may be developed and provided by a registered Professional Engineer (RPE) in accordance with EM 385-1-1 Section 16.L.03.

9.4. Floating Service Naval Architectural Analysis (NAA). A NAA shall be provided and shall evaluate the LHE on the floating platform per EM 385-1-1 Section 16.L.05.

9.5. Floating Service Structural Analysis. Documentation shall be submitted verifying that the floating platform structure is adequate for the loads applied from lifting over the full crane slewing range per EM 385-1-1 Section 16.L.06.

10. SECURITY REQUIREMENTS.

10.1 Access and General Protection/Security Policy and Procedures All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative - COR). 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."

10.2 Facility Access For Contractors who do not require CAC, but require access to a DOD facility or installation. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

10.3 Will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

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.

10.4 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.

11. MEASUREMENT AND PAYMENT. The contractor shall submit invoices per FAR Clause 52.000.4007 “Invoice Submittal”.

11.1 Installation and removal of D/S stoplogs, Bid Item No. 0001. This item includes all equipment, materials and labor to handle (transfer) stoplogs to and from the Bonneville Navigation Lock stoplog storage site and the Navigation Lock D/S stoplog slot.

12. POINT OF CONTACTS FOR GENERAL. The Contractor shall assign an official Point of Contact for coordination of activities. Points of Contact for the Government will be included at time of award. POC for Government located at the top of PWS.