TECHSPECS_25RA001_IH Intake Gate Hyd Sys Upgrade_19Feb25.pdf
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- Solicitation number
- W912EF25RA001
About this file
This is a comprehensive technical specification document for the Ice Harbor Dam Intake Gate Hydraulic System Upgrades contract (Solicitation Number W912EF25RA001) issued by the U.S. Army Corps of Engineers Walla Walla District. The project involves a complete replacement and upgrade of the hydraulic systems controlling the intake gates at the Ice Harbor Lock and Dam near Burbank, Washington. The scope of work includes installing 19 new hydraulic cylinder assemblies (18 for installation and one for storage), new support and bearing beams, a new hydraulic power unit, hydraulic control panels, high and low pressure fluid headers, accumulator tanks, control systems, and associated electrical and control equipment.
The contract is structured with multiple work phases: a pre-main unit outage phase, a first main unit outage phase covering units 4-6, and a second main unit outage phase covering units 1-3. Key requirements include detailed design submittals, seismic restraint calculations, comprehensive testing and commissioning procedures, and strict environmental and safety protocols. The project involves significant demolition and replacement of existing hydraulic infrastructure, with specific requirements for surface preparation, painting, waste disposal, and worker safety. The contractor will be responsible for providing detailed documentation, operations and maintenance manuals, training for government personnel, and a comprehensive quality control and testing program to ensure proper system installation and functionality.
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Ice Harbor Intake Gate Hydraulic System Upgrades W912EF25RA001
PROJECT TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
01 00 00.00 28 GENERAL REQUIREMENTS
01 11 00.00 28 SUMMARY OF WORK
01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS
01 12 16.00 26 WORK SEQUENCE
01 14 00.10 28 PROJECT SITE RESTRICTIONS
01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY
(OPSEC)
01 20 00.00 20 PRICE AND PAYMENT PROCEDURES
01 22 00.00 28 MEASUREMENT AND PAYMENT
01 32 01.00 28 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 45 04.00 28 CONTRACTOR QUALITY CONTROL
01 51 00.00 28 TEMPORARY UTILITIES
01 54 19.10 28 CRANES
01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS
01 57 20.00 28 ENVIRONMENTAL PROTECTION
01 78 00.00 28 CLOSEOUT SUBMITTALS
01 78 23.00 28 OPERATION AND MAINTENANCE DATA
01 79 00.00 28 DEMONSTRATION AND TRAINING
01 91 00.00 26 SYSTEMS TESTING AND COMMISSIONING
DIVISION 02 - EXISTING CONDITIONS
02 82 13.01 28 CLASS II ASBESTOS ABATEMENT
02 83 33.14 28 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD - SHORT
VERSION
DIVISION 03 - CONCRETE
03 60 00.01 26 CONCRETE DEMOLITION, REPAIR OF CONCRETE SURFACES, AND
MINOR EQUIPMENT FOUNDATIONS
DIVISION 05 - METALS
05 05 23.17 26 WELDING (STEEL), FABRICATION, AND MACHINE WORK
05 50 04.00 26 METALS: MATERIALS, PRODUCTS, AND MISCELLANEOUS ITEMS
DIVISION 09 - FINISHES
09 97 02.13 26 PAINTING - HYDRAULIC STRUCTURES
DIVISION 13 - SPECIAL CONSTRUCTION
13 48 00.00 26 SEISMIC RESTRAINT FOR MECHANICAL AND ELECTRICAL EQUIPMENT
DIVISION 26 - ELECTRICAL
26 05 00.00 26 BASIC ELECTRICAL MATERIALS AND METHODS
26 05 19.00 26 INSULATED WIRE AND CABLE
26 05 26.00 26 GROUNDING
26 42 14.01 26 CATHODIC PROTECTION BY SACRIFICIAL ANODES
PROJECT TABLE OF CONTENTS Page 1
DIVISION 33 - UTILITIES
33 56 53.00 26 REHABILITATION OF HYDRAULIC FLUID RESERVOIR TANKS
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
35 05 40.14 26 HYDRAULIC POWER SYSTEMS FOR CIVIL WORKS STRUCTURES
35 05 40.15 26 HYDRAULIC FLUID
DIVISION 40 - PROCESS INTERCONNECTIONS
40 05 13.96 26 WELDING: PIPING AND PRESSURIZED SYSTEMS
40 95 23.00 26 PROGRAMMABLE LOGIC CONTROLLER HARDWARE
DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT
41 22 13.75 26 LIFTING DEVICES
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 2
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 00 00.00 28
GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS
CONTRACTS
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
-- End of Section Table of Contents --
SECTION 01 00 00.00 28 Page 1
THIS PAGE INTENTIONALLY LEFT BLANK
SECTION 01 00 00.00 28 Page 2
SECTION 01 00 00.00 28
GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS
In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS
222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:
Federal Veteran Employment Information http://www.fedshirevets.gov/index.aspx
Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/
Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/
Army Wounded Warrior Program -ht t ps: / / myar mybenef i t s. us. ar my. mi l / Benef i t - Li br ar y/ Feder al - Benef i t s/ Ar my- Recover y- Car e- Pr ogr am- ( ARCP) - ( f or mer l y- known- as- Ar my- Wounded- War r i or - Pr ogr am- ( AW2) )
U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/
Guide to Hiring Veterans - Reference Material https://www.dol.gov/sites/dolgov/files/VETS/files/Employer-Guide-to-Hiring-Veterans.pdf
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
-- End of Section --
SECTION 01 00 00.00 28 Page 3
SECTION 01 00 00.00 28 Page 4
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 11 00.00 28
SUMMARY OF WORK
PART 1 GENERAL
1.1 DEFINITIONS
1.2 SUMMARY OF WORK
1.3 LOCATION OF WORK
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
SECTION 01 11 00.00 28 Page 1
SECTION 01 11 00.00 28 Page 2
SECTION 01 11 00.00 28
SUMMARY OF WORK
PART 1 GENERAL
This summary of work is a generalized description of work and is not all inclusive.
1.1 DEFINITIONS
In these Specifications, the word "provide" means to "furnish" and "install" inclusive of any other activities such as design, fabrication, and testing or any other activity to make the equipment or system ready for use.
1.2 SUMMARY OF WORK
The work covered by this contract for the Intake Gates Hydraulics includes the following:
a. Provide 19 new hydraulic cylinder assemblies: 18 cylinder assemblies to be installed in gate slots plus one additional cylinder assembly that will be placed into long term storage as a spare.
b. Provide 18 new support beams and associated hardware.
c. Provide 36 new bearing beams.
d. Provide a new hydraulic power unit, including new motor starters, breakers, associated hardware, and other electrical and control components.
e. Provide new high and low pressure hydraulic fluid header piping system.
f. Provide 6 new main unit hydraulic control panels, inclusive of all new electrical and control components.
g. Replace the 3 accumulator tanks located in the pipe gallery.
h. Provide approximately 15,000 gallons of new hydraulic fluid.
i. Rehabilitate the 2 existing hydraulic fluid reservoir tanks and transfer piping, including the installation of one off-line oil filtration system.
j. Rehabilitate the 18 existing gate position indicating systems.
k. Add emergency gate closure switches to the control room main unit switchboards.
l. Provide cable and conduit for system power, controls and annunciation.
m. Provide a temporary hydraulic power unit, temporary hydraulic fluid
SECTION 01 11 00.00 28 Page 3 reservoir, and temporary high and low pressure hydraulic fluid header piping.
n. Remove and dispose of existing:
1) 19 hydraulic cylinders
2) 18 support beams and 36 bearing beams
3) Hydraulic power unit
4) High and low pressure headers
5) 6 main unit hydraulic control panels
6) Approximately 19,500 gallons of hydraulic fluid.
7) Electrical and control equipment associated with the above items.
8) Gate position indication equipment not reused.
o. Provide as-built drawings, operations manual, training, and operations and maintenance manual, and spare parts as specified.
1.3 LOCATION OF WORK
Ice Harbor Lock and Dam near Burbank, WA in Walla Walla County. Work will occur on the Intake Deck of the Powerhouse, the pipe gallery just below the Intake Deck, near the elevator shaft in the Erection Bay, and in the Oil Storage Room.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used) -- End of Section --
SECTION 01 11 00.00 28 Page 4
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 11 01.00 28
SUPPLEMENTARY REQUIREMENTS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 FIELD VERIFICATION OF SITE CONDITIONS
1.4 PRE-CONSTRUCTION ON-SITE INSPECTION
1.5 DEFINITIONS
1.6 REGULAR CLEANUP AND DEBRIS DISPOSAL
1.7 EQUIPMENT LIST
1.8 TESTING OF EQUIPMENT
1.9 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT
1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES
1.11 PROJECT SUPERINTENDENT
1.12 KEY PERSONNEL SUBSTITUTION
1.13 AIR PURITY CONTROL IN THE POWERHOUSE
1.14 DISCONNECTED OIL LINES
1.15 POST AWARD MEETINGS
1.15.1 Pre-Work Meeting
1.15.2 Pre-Construction Meeting
1.15.2.1 Minutes
1.15.2.2 Demobilizing And Remobilizing
1.15.3 RMS Orientation Meeting
1.16 WEEKLY PRODUCTION MEETINGS
1.16.1 Production Briefings
1.16.2 Construction Progress Photos
1.16.3 Minutes
1.17 ADDITIONAL MEETINGS
1.18 RED ZONE MEETING
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
ATTACHMENTS:
Weekly Meeting Agenda
Look-Ahead
SECTION 01 11 01.00 28 Page 1
SECTION 01 11 01.00 28 Page 2
SECTION 01 11 01.00 28
SUPPLEMENTARY REQUIREMENTS
PART 1 GENERAL
The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 Safety and Occupational Health Requirements Manual
The Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals having an "I" designation are for information only.
Designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Equipment List; I, C
Pre-Construction On-Site Inspection Report; I, C
Air Purity Control Program; I, C
Project Superintendent; I, C
SD-07 Certificates
Key Personnel Substitution; G, C
1.3 FIELD VERIFICATION OF SITE CONDITIONS
Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new construction.
Any deviations shall be updated as per SECTION 01 78 00.00 28, CLOSEOUT SUBMITTALS, paragraphs WORKING AS-BUILT DRAWINGS.
1.4 PRE-CONSTRUCTION ON-SITE INSPECTION
Prepare a Pre-Construction On-Site Inspection report of existing
SECTION 01 11 01.00 28 Page 3 conditions, prior to start of on-site work, with the Contracting Officer.
Document existing site conditions prior to Construction by digital photographs, and/or videos along with descriptive narrative report to the Contracting Officer within five (5) days after completion.
1.5 DEFINITIONS
a. Qualified Person.
As defined in EM 385-1-1 ; "DEFINITIONS", unless otherwise specified.
b. F.O.B.
An abbreviation for free on board, which means that a vendor or consignor will deliver goods on a railroad car, truck, vessel, or other conveyance without any expense to the purchaser or consignee.
1.6 REGULAR CLEANUP AND DEBRIS DISPOSAL
With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all wastes and demolished materials shall become the property of the Contractor and shall be removed from the job site daily in accordance with Federal, State, and local regulations. The Contractor shall furnish waste containers. All small waste containers provided by the contractor shall be emptied daily, large bin containers shall be emptied when full or once a week.
1.7 EQUIPMENT LIST
Furnish a complete list of all equipment to be used on the Project 30 days prior to commencement of on-site work. Submit a revised list in the event of change of equipment. Lists shall include rented equipment as well as lease-purchase or sale-leaseback equipment. The initial list and the revised lists shall indicate dates equipment is assigned to or removed from the Project and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.
1.8 TESTING OF EQUIPMENT
Before any machinery or mechanized equipment is put to use on the job, it shall be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks shall be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 .
Equipment shall be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.
1.9 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT
Unless otherwise specified in other sections of the specifications, all existing equipment removed and not reinstalled shall become the property of the Contractor, removed from the Project site, and disposed of in a legal manner. Materials that cannot be removed daily may be temporarily stored on-site at an approved area. Salvaged materials shall not be sold on the project site.
SECTION 01 11 01.00 28 Page 4
1.10 PROTECTION AND RESTORATION OF EXISTING FACILITIES
Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).
1.11 PROJECT SUPERINTENDENT
The Contractor's Project Superintendent shall be on the worksite during performance of work on this contract. The Project Superintendent is required on the worksite, at all times work is being performed, until work on this contract is completed and accepted. Assign a competent superintendent as per FAR Clause 52.236-6 "Superintendence by the Contractor". Submit Superintendent name and contact information prior to start of on-site construction. The Project Superintendent may also be the Installation Supervisor as long as the Project Superintendent also meets the qualifications for the Installation Supervisor.
1.12 KEY PERSONNEL SUBSTITUTION
If the Contractor plans on replacing any Key personnel (Project Superintendent, CQC System Manager, or CQC staff Members) they must have the approval of the Contracting Officer. Personnel shall possess the qualifications that meet or exceed those stated in this contract for the position of the individual they are replacing. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.
1.13 AIR PURITY CONTROL IN THE POWERHOUSE
Take all necessary precautions to maximize the control, and prevention, of all dust and fumes created by operations under this contract from escaping into the powerhouse. To the maximum extent possible, all dust and dirt shall be removed by vacuum cleaning. At least 30 working days prior to commencement of work in the Powerhouse, submit for approval, in writing, a proposed Air Purity Control Program. Air Purity Control Program shall include, but not necessarily be limited to, the following:
(1) Adequate isolation and ventilation of air arcing, welding, burning, and grinding operations.
(2) Provision of exhaust ducts that shall discharge outside the Powerhouse structure where mechanical ventilation is used.
(3) Controlled operation of power driven tools.
(4) Furnishing and removing of oiled sawdust or other dust preventatives in areas that cannot be properly rendered free from excessive dusting by vacuum cleaning or other methods.
(5) Vacuum cleaning of spaces within the work areas where dust accumulates.
(6) Air-, electrical-, or battery-driven equipment may be used inside the Powerhouse.
(7) Internal-combustion engine powered equipment will not be permitted to operate inside the Powerhouse unless exhausted to the exterior except for short periods of time (not to exceed 15 minutes in a 2 hour window) to unload materials and equipment.
SECTION 01 11 01.00 28 Page 5
Depending upon the Contractor's plant, equipment, and methods of operation, additional provisions for satisfactory air purity control will be required and shall be included in the proposed Air Purity Control Program.
1.14 DISCONNECTED OIL LINES
Anytime an oil line is disconnected by the Contractor due to work performed under this contract it shall be the Contractor's responsibility to cap the line. Oil line cap shall be rated at 125 percent of the pressure in the line. Contractor shall notify the Contracting Officer that an oil line has been disconnected, and then documented with the Contracting Officer that the disconnected oil line has been sealed to ensure no transfer of oil or water from or into the sealed line.
1.15 POST AWARD MEETINGS
1.15.1 Pre-Work Meeting
Within thirty (30) calendar days after receipt of Notice to Proceed, attend a Pre-Work Meeting. Senior Level members of the Contractor's staff involved with this contract shall participate in this meeting to discuss the overall contract requirements. The Government will lead this meeting and take the meeting minutes.
1.15.2 Pre-Construction Meeting
Coordinate with the Contracting Officer and establish the date of the Pre-Construction Meeting. The meeting will be held at the Project site at least one (1) week prior to mobilizing to the job site. The Contractor shall lead the Pre-Construction Meeting discussing the Contractor's plan on executing the work at the project site, schedule, required clearances and timeframe for them, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend this meeting including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.
1.15.2.1 Minutes
Contractor is responsible for taking the meeting minutes and shall send them electronically within 48 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.
1.15.2.2 Demobilizing And Remobilizing
Anytime the Contractor demobilizes from the site and remobilizes at a later date, another Pre-Construction Meeting shall be held and shall follow the requirements listed above.
1.15.3 RMS Orientation Meeting
a. Upon the Contractor's request, ann RMS (Resident Management System) Orientation Meeting will be held within fifteen (15) calendar days after receipt of Notice to Proceed. See SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for additional information. The orientation meeting will be at NWW District Headquarters, and may occur in conjunction with, but not at the same
SECTION 01 11 01.00 28 Page 6 time as, the Pre-Work meeting. The orientation meeting can also occur via video conference. Coordinate meeting date and time with the Contracting Officer a minimum of 7 calendar days prior to the meeting.
b. At a minimum, the Contractor's RMS-CM Administrator and QC system manager shall attend the RMS Orientation meeting. A Government Representative will lead the orientation. Anticipate the following at the meeting:
1. Allow for a maximum 4 hour duration.
2. Cover the following topics, at a minimum, in RMS Contractor Mode (CM):
i. Contractor use of RMS (CM) system.
ii. Contractor Data.
iii. Quality Control Reports.
iv. Submittals.
v. RFIs.
vi. Payment.
3. Receive a follow-up handout/guide for reference on the above items.
c. Contractor employees shall bring a computer with Wi-Fi capability (to gain access to the Internet), with RMS pre-loaded.
d. The RMS Orientation Meeting is required for Contractors with no prior RMS experience. The RMS Orientation Meeting, is optional, but may be requested, for all other Contractors.
1.16 WEEKLY PRODUCTION MEETINGS
1.16.1 Production Briefings
During all onsite construction work, hold a weekly production meeting to brief the Government on the status of the project.
a. Use the attached "Weekly Meeting Agenda" and discuss all elements of this agenda.
b. Provide a three (3) week 'look ahead'. The "Look-Ahead" shall be generated in P6 and then copied into Excel for more detail (see look-ahead examples at the end of this section).
1. Describe all planned construction activities, on-site and off-site over the next three (3) weeks.
2. ENSURE these activities align to the overall construction SCHEDULE submitted under PROJECT SCHEDULE.
3. RECORD any changes to the Project Schedule AND INCLUDE IN the next scheduled update.
SECTION 01 11 01.00 28 Page 7
c. Key members of the Contractor's staff including the Quality Control System Manager and the SITE SAFETY AND HEALTH OFFICER shall attend.
d. The Quality Control System Manager shall discuss all QC aspects outlined in SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL.
e. The Government reserves the right to require any person from the Contractor's staff such as the Project Manager, Engineer, Scheduler or Key Subcontractor Personnel to attend the meeting.
1.16.2 Construction Progress Photos
a. During on site construction activities record construction progress using weekly progress photographs. Submit digital photographs weekly for use at the WEEKLY PRODUCTION MEETING. Photographs provided are for unrestricted use by the Government.
1. Photos shall be submitted at the end of each work week.
2. Furnish digital photographs, Utilize JPEG file format for all photograph and image files.
3. Provide full-color photos with photo resolution of not less than 4 megapixels and not more than 12 megapixels. Photos shall show the sequence and progress of work.
4. Take a minimum of 20 digital photographs each week throughout the entire project.
b. Ensure that the photographs are digitally dated. Log shall be furnished for each photograph that records the following information:
1. Photograph number (the specific format should be tied to the filename of the electronic photograph).
2. Date the photograph was taken.
3. A brief description of the location, what the photograph depicts, and the orientation of the view.
1.16.3 Minutes
The Contractor shall be responsible for taking the meeting minutes and shall send them electronically within 24 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer.
1.17 ADDITIONAL MEETINGS
Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Send minutes electronically within 24 hours of the meeting to the Contracting Officer for concurrence.
E-mail subject line shall include project name and meeting topic.
1.18 RED ZONE MEETING
Within one (1) month of completing the project or when the project is 80 percent completed, the Contractor shall set up and lead a Red Zone meeting. The Contractor shall contact the Contracting Officer to Schedule
SECTION 01 11 01.00 28 Page 8 this meeting. The Government’s representative will include the Contracting Officer, key personnel from the Project, Project Engineer, Quality Assurance Representative, and Resident Engineer. The key people from the Contractor shall be, at a minimum, the Project Superintendent, Quality Control System Manager, Scheduler, key subcontractors personnel, and Project Manager.
The purpose of this meeting is to develop an overall schedule for all activities required by both the Government and Contractor and to complete the project through commissioning and final acceptance. The Government will come prepared with all their activities, key dates, and durations for all work required by the Government to complete the project. The Contractor shall provide the same information for all of their activities. The Contractor’s scheduler shall input all of this information into the Contractor’s project schedule during the meeting.
This schedule shall be updated weekly, or as needed, based on the information from the weekly production meetings for both the Government and Contractor activities.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
SECTION 01 11 01.00 28 Page 9
SECTION 01 11 01.00 28 Page 10
Weekly Meeting agenda template
Schedule - Work scheduled over the next week Three week look ahead Overall Schedule Review
Submittals Review- Submittal Register Submittals approved by QC Outstanding Submittals RFI’s Letters
Coordination - Clearances required over the next week, include the following:
A description of the work to be performed under the Clearance.
Determine the correct energy isolation points needed to perform the work safely.
Physical barriers, protective grounds, piping blanks, or bulkheads that shall be used, including locations.
Determine the procedure and method of testing for stored energy if applicable.
The date and time the Clearance shall be required.
The estimated length of time the system or equipment shall be out of service and the time to return the system or equipment to service in an emergency.
Coordination issues
Safety- Review of AHA’s for ongoing work Pending AHA’s
Required for new work Status of Gov’t approval
Safety issues
QC -
Preparatory meetings Held over last week- status of meeting minutes
Required over the next week Initial meetings over the next week Follow up over the next week Rework list Review Deficiency tracking log
Activity ID Activity Name Original Duration
Remaining Duration
Start Finish Physical
C l t
Total Float Critical
TotalTotal 32d 32d 26-Feb-15 11-Apr-15 194d
3 Week Look A3 Week Look Ahead 32d 32d 26-Feb-15 11-Apr-15 194d
Preparatory & AdPreparatory & Admin 5d 5d 26-Feb-15 02-Mar-15 311d 0001 Dive Operations 5d 5d 26-Feb-15 02-Mar-15 0% 311d
PreconstructionPreconstruction 20d 20d 26-Feb-15 25-Mar-15 167d Design & SubmitDesign & Submittals 20d 20d 26-Feb-15 25-Mar-15 162d
0002 Tests,Insp, and Verifications 20d 20d 26-Feb-15 25-Mar-15 0% 162d ProcurementProcurement 0d 0d 0d Fabrication & MaFabrication & Machining 0d 0d 0d Pre-Work CoordiPre-Work Coordination 0d 0d 0d
Field WorkField Work 16d 16d 26-Feb-15 19-Mar-15 210d Unit AUnit A 0d 0d 0d Unit BUnit B 0d 0d 0d Unit CUnit C 16d 16d 26-Feb-15 19-Mar-15 210d
Unit C Pre-RehUnit C Pre-Rehab Inspections 0d 0d 0d Unit C Box #1 Unit C Box #1 Removal 13d 13d 26-Feb-15 16-Mar-15 205d
0006 Remove Box 1 Screen 2d 2d 26-Feb-15 27-Feb-15 0% 93d 0007 Remove Box 2 Screen 2d 2d 02-Mar-15 03-Mar-15 0% 93d 0008 Remove Box 3 Screen 2d 2d 04-Mar-15 05-Mar-15 0% 93d 0009 Screen Slot 1 Measurement 1d 1d 06-Mar-15 06-Mar-15 0% 205d 0010 Install shafts 21-24 4d 4d 09-Mar-15 12-Mar-15 0% 205d 0011 Pressure Wash Slot 2 1d 1d 13-Mar-15 13-Mar-15 0% 205d 0012 Pressure Wash Slot 3 1d 1d 16-Mar-15 16-Mar-15 0% 205d
Unit C Box #2 Unit C Box #2 Removal 10d 10d 06-Mar-15 19-Mar-15 100d 0013 Lower Lifting Beam & Attach 2d 2d 06-Mar-15 09-Mar-15 0% 93d 0014 Raise Screen to Deck & Support 1d 1d 10-Mar-15 10-Mar-15 0% 93d 0015 Fuel Removal 1d 1d 11-Mar-15 11-Mar-15 0% 93d 0016 Fuel Screen Inspect & Measure 1d 1d 12-Mar-15 12-Mar-15 0% 93d 0017 Separate Widget from Screen 1d 1d 13-Mar-15 13-Mar-15 0% 93d 0018 Haul Screen to Laydown 1d 1d 16-Mar-15 16-Mar-15 0% 103d 0019 Remove Box 4 Screen 2d 2d 16-Mar-15 17-Mar-15 0% 93d 0020 Remove Box 5 Screen 2d 2d 18-Mar-15 19-Mar-15 0% 93d
Unit C Box #3 Unit C Box #3 Removal 0d 0d 0d Unit C Fuel ScUnit C Fuel Screen Field Modifications 14d 14d 26-Feb-15 17-Mar-15 103d
0039 Position Screen 1 on Slab 1d 1d 26-Feb-15 26-Feb-15 0% 116d 0040 Position Screen 2 on Slab 1d 1d 17-Mar-15 17-Mar-15 0% 103d
Unit C Wagner Unit C Wagner Horn Plugs Installation 0d 0d 0d Unit C Fish ScUnit C Fish Screens Installatin 0d 0d 0d Unit C Fish ScUnit C Fish Screen Slot Closure 0d 0d 0d
Unit DUnit D 0d 0d 0d Unit D Pre-RehUnit D Pre-Rehab Inspections 0d 0d 0d Unit D Screen Unit D Screen #1 Removal 0d 0d 0d
A S O N D J F M A M J J A S O N D J F 2015 2016
11-Apr-15, Total
11-Apr-15, 3 Week Look Ah
02-Mar-15, Preparatory & Admi Dive Operations
25-Mar-15, Preconstruction 25-Mar-15, Design & Submitt Tests,Insp, and Verifications
19-Mar-15, Field Work
19-Mar-15, Unit C
16-Mar-15, Unit C Box #1 Rem Remove Box 1 Screen Remove Box 2 Screen Remove Box 3 Screen Screen Slot 1 Measurement Install shafts 21-24 Pressure Wash Slot 2 Pressure Wash Slot 3 19-Mar-15, Unit C Box #2 Rem
Lower Lifting Beam & Attach Raise Screen to Deck & Suppo Fuel Removal Fuel Screen Inspect & Measur Separate Widget from Screen Haul Screen to Laydown Remove Box 4 Screen Remove Box 5 Screen
17-Mar-15, Unit C Fuel Scree Position Screen 1 on Slab
Position Screen 2 on Slab
3 Week Look Ahead Three Week Look Ahead 02-Mar-15 10:02
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DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 12 16.00 26
WORK SEQUENCE
PART 1 GENERAL
1.1 SEQUENCE OF WORK
1.2 PRE-MAIN UNIT OUTAGE PHASE
1.2.1 Timeline
1.2.2 Work Tasks
1.3 FIRST MAIN UNIT OUTAGE PHASE
1.3.1 Timeline
1.3.2 Outage Structure
1.3.3 Equipment Staging
1.3.4 Work Tasks
1.4 SECOND MAIN UNIT OUTAGE PHASE
1.4.1 Timeline
1.4.2 Equipment Staging
1.4.3 Work Tasks
PART 2 PRODUCTS
PART 3 EXECUTION
SECTION 01 12 16.00 26 Page 1
SECTION 01 12 16.00 26 Page 2
SECTION 01 12 16.00 26
WORK SEQUENCE
PART 1 GENERAL
The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS.
1.1 SEQUENCE OF WORK
This section lists portions of work that must be completed before subsequent work can be started. The Contractor must incorporate these requirements into the Work Plan and Schedule. Work is grouped in the following phases: pre-main unit outage, first main unit outage and second main unit outage.
Tasks under each phase are described in general terms and may not be comprehensive of every activity or tasks involved with that portion of the scope of work. Refer to the appropriate technical sections for the complete requirements for each work task.
Work tasks inadvertently left out of this section do not relieve the Contractor of performing the work. The requirements in the technical sections govern.
1.2 PRE-MAIN UNIT OUTAGE PHASE
1.2.1 Timeline
The pre-main unit outage phase covers all work from Notice to Proceed to the completion of the on-site work for the pre-main unit outage. Pre-main unit outage work must be completed before the start of the first main unit outage with the exception of the delivery of equipment and materials needed to perform work during the second unit outage. Specific work covered in this phase is listed in greater detail below. The start and completion dates for when on-site work shall be performed for the pre-main unit outage phase is contained in FAR Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984).
1.2.2 Work Tasks
The pre-main unit outage phase has the following work tasks:
a. Temporary Hydraulic Fluid Headers - Provide, install, clean, and test the temporary hydraulic fluid headers. Temporary hydraulic fluid headers connect the temporary hydraulic power unit and temporary hydraulic fluid reservoir to the new hydraulic fluid headers.
b. New Hydraulic Fluid Headers - Fabricate and deliver to the site the new hydraulic fluid headers for the first main unit outage phase.
c. Temporary Hydraulic Power Unit - Provide, install, field test, and make ready for use the temporary hydraulic power unit.
d. Temporary Hydraulic Fluid Reservoir - Provide, install, field test, SECTION 01 12 16.00 26 Page 3 and make ready for use the temporary hydraulic fluid reservoir.
e. New Hydraulic Cylinders - Design, fabricate, shop test, and deliver to site nine new hydraulic cylinders for the first three sets of intake gates.
f. New Support and Bearing Beams - Design, fabricate, shop test, and deliver to site nine new support beams and 18 new bearing beams for the first three sets of intake gates.
g. New Hydraulic Control Panels - Design, fabricate, shop test, and deliver to site, three new hydraulic control panels.
h. New Intake Gate and HPU RTU Cabinets - Design, fabricate, shop test, and deliver to site, six Intake Gate RTU Cabinets and one HPU RTU Cabinet.
1.3 FIRST MAIN UNIT OUTAGE PHASE
1.3.1 Timeline
The unit outage phase covers all work from the completion of the Pre-Main Unit Outage Phase to the start of the Second Main Unit Outage Phase.
On-site work for the First Main Unit Outage Phase may not begin until all work covered under the Pre-Main Unit Outage Phase is complete.
1.3.2 Outage Structure
During the first main unit outage work window, Main Units 4, 5, and 6 will be made available to the Contractor. All work for those three Main Units must be accomplished during this outage window.
See FAR Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) contains the start and completion dates for the main unit work windows.
1.3.3 Equipment Staging
Prior to the start of each outage phase, all major materials and equipment must be staged on-site and ready for installation. For both Main Unit outages, the equipment needed to complete all three units must be on-site. The Government will verify that the following materials and equipment are on-site prior to turning the first unit over to the Contractor:
Item Main Unit Outage Quantity
New Hydraulic Cylinders (each) 9
New Stub Shafts (each) 9
New Support Beams (each) 9
New Bearing Beams (each) 18
New Hydraulic Control Panels (each) 3
SECTION 01 12 16.00 26 Page 4
Item Main Unit Outage Quantity
New Electrical Control Equipment (set) 3
New Hydraulic Header Piping (set) 3
New Flexible Hoses (set) 9
Intake Gate Position Equipment (set) 9
New Hydraulic Fluid Volume as determined by Contractor to complete the outage.
1.3.4 Work Tasks
Perform the following tasks on each Main Unit. The tasks for all units during the outage are identical (except for the delivery of spare parts):
a. Replacement of the hydraulic equipment for three intake gates - Replace the hydraulic equipment which includes, but may not be limited to the following for each gate:
1) Remove and dispose of the existing flexible hoses. Install new hoses.
2) Remove and dispose of the existing hydraulic cylinder. Install the new hydraulic cylinder.
3) Dispose of all oil contained within the above existing equipment.
4) Fill equipment with new hydraulic fluid.
b) Remove and dispose of the existing support and bearing beams.
Install new support and bearing beams.
c. Before installing the new hydraulic fluid headers, remove and dispose of the existing hydraulic fluid headers and all oil contained within them, including if applicable the hydraulic fluid header accumulator.
d. Install, clean, and test the new hydraulic fluid headers and the hydraulic fluid header accumulator/s.
e. Remove and dispose of the existing hydraulic control panel.
f. Install new hydraulic control panel, including connections to the new hydraulics headers and new control system.
g. Perform commissioning of the new hydraulics system after replacing the hydraulic system for each main unit. Includes, but may not be limited to, hydrostatic testing of the new hydraulic system and functional testing of the new hydraulic system and control system.
h. Provide training to the Government once the first Main Unit commissioning is complete and the Main Unit is returned to service.
SECTION 01 12 16.00 26 Page 5
i. New Hydraulic Power Unit - Design, fabricate, shop test, and deliver to the site the new hydraulic power unit and all associated control equipment (for installation during second main unit outage).
j. Deliver the spare parts to the site.
1.4 SECOND MAIN UNIT OUTAGE PHASE
1.4.1 Timeline
The Second Main Unit Outage Phase covers the work from the completion of the First Main Unit Outage Phase to contract closeout. On-site work for the Second Main Unit Outage Phase may not begin until all of the following items are complete:
a. Work for the First Main Unit Outage Phase is successfully completed.
b. All required equipment is on-site.
c. The Government has turned over the Main Units to the Contractor.
See FAR Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) contains the start and completion dates for the second main unit outage work window.
1.4.2 Equipment Staging
Prior to the second outage phase, all major materials and equipment must be staged on-site and ready for installation as required in paragraph Equipment Staging in the First Main Unit Outage Phase.
1.4.3 Work Tasks
The Second Main Unit Outage tasks for all units during the outage include all of the tasks in the First Main Unit Outage (except for delivery of spare parts and HPU) in addition to the following work tasks:
a. Rehabilitate Hydraulic Fluid Reservoir Tanks No. 1 and No. 2 - Clean and rehabilitate oil storage tanks No. 1 and No. 2. Dispose of the oil that is contained in each tank. Connect the tanks to the new hydraulic fluid headers. Fill each tank with new hydraulic fluid as specified in 35 05 40.15 26 HYDRAULIC FLUID.
b. Remove and dispose of the existing hydraulic power unit. Dispose of all existing hydraulic fluid contained within the hydraulic power unit.
c. Before installing the new hydraulic fluid headers, remove and dispose of all remaining existing hydraulic headers. Dispose of all existing hydraulic fluid contained within the headers.
d. Remove and dispose of the hydraulic fluid transfer piping between the hydraulic fluid reservoir tanks and the clean/dirty oil storage room (el. 329.50) transfer pump. Dispose of all existing hydraulic fluid that is removed. Hydraulic fluid transfer piping between the hydraulic fluid reservoir tanks and the clean/dirty oil storage room's transfer pump will not be replaced.
e. Split Oil Storage Room Tank - Dispose of all existing hydraulic
SECTION 01 12 16.00 26 Page 6 fluid in the clean and dirty split oil storage tank. Clean the tank and piping that will remain. Once the tank and piping is clean, seal it from contamination for future Government use.
f. Remove and dispose of the power and controls cables, and conduits related to the existing HPU system.
g. Remove and dispose of the power and controls cables, and conduits related to the existing in-line current transformers and synchronizing potential transformers.
h. Install, connect to new hydraulic header piping, fill with new fluid, field test, and perform commissioning of the new hydraulic power unit.
i. Remove all temporary hydraulic system equipment.
j. New Electrical Controls and Indication - Install and test the HPU Pump 120V AC and 125V DC controls, including the cable and conduit that runs the length of the Elevation 444 gallery for connecting to the individual control consoles, but not including the Actuator or SC-Board switches.
k. New Spare Hydraulic Cylinder - Deliver to site one new hydraulic cylinder to be used as a spare.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
SECTION 01 12 16.00 26 Page 7
SECTION 01 12 16.00 26 Page 8
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 14 00.10 28
PROJECT SITE RESTRICTIONS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS
1.4 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY
1.5 PROJECT SECURITY
1.5.1 Contractor Vehicle Access
1.5.2 Identification of Employees
1.5.2.1 Ice Harbor Badging
1.6 ELEVATOR USE
1.7 DELIVERY OF EQUIPMENT
1.8 ACCESS TO AUTOMATED INFORMATION SYSTEMS
1.9 FACILITY OCCUPANCY CLOSURE
1.10 WORK SCHEDULES
1.10.1 Contractor's Work Schedule
1.10.2 Government's Work Schedule
1.11 USE OF WALLA WALLA DISTRICT PARKS
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
ATTACHMENTS:
Security Badge Form
SECTION 01 14 00.10 28 Page 1
SECTION 01 14 00.10 28 Page 2
SECTION 01 14 00.10 28
PROJECT SITE RESTRICTIONS
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 Safety and Health Requirements Manual
Contractor shall be responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals having an "I" designation are for information only. A designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Access To Automated Information Systems; G SLE
Employee Training And Identification Summary; I C
Elevator Protection Plan; G, C
1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS
a. FAR Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984) contains the start and completion dates for all phases of work/work windows.
b. All Government and Contractor lockout/tagout periods. See Section 01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS, paragraph
LOCKOUT/TAGOUT (LOTO)-SAFE CLEARANCE OR HAZARDOUS ENERGY CONTROL
PROGRAM (HECP) PROCEDURES for additional information. Allow one day each for Government Lock out/Tag out, and Government return to service. Turbine units will be taken Out of Service beginning 8:00 am on first day of each Work Window, and returned to service by 5:00 pm on the last day of each work window
c. Line outages are required for all equipment installation work identified in the Work Windows. All line outage dates shall be coordinated a minimum of 90 calendar days prior to anticipated start of outage.
SECTION 01 14 00.10 28 Page 3
1.4 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY
a. Provide a spreadsheet containing the following information for all Contractor and subcontractor personnel working on the Project site:
1. Employee name.
2. Employee photo ID Type Issued: Proximity Card #*** (for Gate/Door Access) OR Photo ID Only.
3. Date Photo ID Issued.
4. Date Photo ID Returned.
5. All applicable employee training that has been completed.
Include all training from SECTIONS 01 35 29.10 28 GOVERNMENTAL
SAFETY REQUIREMENTS, 01 14 00.90 28 INTEGRATING ANTITERRORISM (AT)
AND OPERATIONS SECURITY (OPSEC), and other as specified.
b. Submit EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY prior to beginning of Contractor on-site work. Update and resubmit within 48 hours of any changes.
1.5 PROJECT SECURITY
The Project site is a secured area and access onto the Project is restricted. The security measures affect all of the Contractor's vehicles and personnel. There will be delays when entering Projects due to locked gates, vehicle inspections, and personnel checks. Inspections and checks may include inspection of tool boxes, brief cases, lunch boxes, and other containers.
1.5.1 Contractor Vehicle Access
Project access roads on both sides of the dams are secured with locked gates. All vehicles that pass through the locked gates will be subject to being searched. No privately owned vehicles (POV's) will be allowed through locked gates. Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in the work areas. All Contractor vehicles shall display suitable permanent or temporary identification.
1.5.2 Identification of Employees
Every Contractor employee (prime or subcontractor) shall have a hard hat meeting the requirements of EM 385-1-1 . Hardhats shall display the Prime Contractor name, subcontractor name, and the employee's name. Contractor employee hardhats shall not be white with red markings. It shall be the responsibility of the Project Superintendent to enforce this requirement.
1.5.2.1 Ice Harbor Badging
Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. All employees that will need access to the secured area shall have ID badges and shall have completed the HECP Awareness training, in accordance with SECTION 01 35 29.10 28 GOVERNMENTAL SAFETY REQUIREMENTS to be issued access badges. Complete the Security Badge Form (attached to the end of this SECTION), submit the completed form to the Contracting Officer 48 hours
SECTION 01 14 00.10 28 Page 4 prior to the employee arriving to work on the Project site. Furnish initial identification (driver's license) for each employee requiring ID badges and upon issuance of official badges. Each employee that enters the secured areas shall have the Government-furnished ID badge on them and displayed above their waist. All prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon the release of the employee or project completion. If required by the Contracting Officer, employees will be photographed by the Government.
Employees who fail to submit to being photographed will not be allowed on the Project site.
1.6 ELEVATOR USE
a. The powerhouse elevator is available for Contractor use. Protect the interior of the elevator from damage that may occur during use.
Submit an elevator protection plan, that details what means and methods will be used to protect the elevator from damage.
b. Elevator may be used, when available, for Contractor personnel and small tools. Elevator capacity shall not be exceeded. Elevator use is at Contractors' own risk. The Government does not guarantee operation, or availability, of the elevator.
1.7 DELIVERY OF EQUIPMENT
Contractor shall be responsible for delivery and receipt of all materials and equipment. Government personnel will not be available to assist the Contractor in these activities. To the maximum extent possible, deliveries shall arrive on the same side of the river as the Contractor's work area. Delivery vehicles will be allowed to cross the river over the dam only with Government approval. Delivery vehicles arriving on the opposite side of the river as the work area shall be unloaded outside the locked gate, equipment shall be loaded onto Contractor's vehicles, and Contractor's vehicles will then be allowed to cross the dam to the work area.
1.8 ACCESS TO AUTOMATED INFORMATION SYSTEMS
All Contractor employees (U.S. citizens and Non- U.S. citizens) working under this contract (to include grants, cooperative agreements and task orders) who require access to Automated Information Systems (AIS), (stand alone computers, network computers/systems, e-mail, sensitive data areas such as the Control Room) shall, at a minimum, be designated into an ADP-III position (non-sensitive) in accordance with DoD 5220-22-R, Industrial Security Regulation. The investigative requirements for an ADP-III position are a favorable National Agency Check (NAC), SF-85P, Public Trust Position. Have each applicable employee complete a SF-85P and 2 FBI form 258 Finger Print cards to submit to the Security Officer within three (3) working days after award of any contract or task order, and submitted prior to the individual being permitted access to an AIS.
Contractors that have a commercial or government entity (CAGE) Code and Facility Security Clearance through the Defense Security Service shall process the NACs and forward visit requests/results of NAC to the Security Officer. For those Contractors that do not have a CAGE Code or Facility Security Clearance, the Security Office will process the investigation in coordination with the Contractor and contract employees.
The phone number for the Security Office is: 509.527.7141
SECTION 01 14 00.10 28 Page 5
The address for the Security Office is:
Security Officer Emergency Management Office Walla Walla District, COE 201 North Third Avenue Walla Walla, WA 99362
1.9 FACILITY OCCUPANCY CLOSURE
Streets, walks, and other facilities occupied and used by the Government shall not be closed or obstructed without written permission from the Contracting Officer.
1.10 WORK SCHEDULES
1.10.1 Contractor's Work Schedule
At the Pre-Work Meeting, furnish a schedule of number of working days per week, shifts per day, and hours per shift for contract work. Furnish notification of any change of schedule of regular work hours, overtime work hours, and shifts of work crews and personnel at the site. This notification shall be provided a minimum of 48 hours prior to any schedule change to allow suitable scheduling of Government personnel and inspection. Exception to this requirement may be allowed in case of schedule change due to emergency conditions.
1.10.2 Government's Work Schedule
a. The maintenance crews at the dam work from 6:30 a.m. to 5:00 p.m., Monday through Thursday. Crews and staff do not work on weekends and Federal holidays. If a Federal holiday falls on a Friday, the crews and staff do not work on the preceding Thursday. A powerhouse operator is at the site 24 hours a day, 7 days a week, including Federal holidays but is not available to assist the Contractor.
b. If the Contractor requires Government support or assistance outside of normal work hours, the Contractor must make a formal written request to the Contracting Officer at least one week prior to the date that support/assistance is needed. The Government will review this request, but there is no guarantee that Government support or assistance can be provided.
1.11 USE OF WALLA WALLA DISTRICT PARKS
Special consideration for the use of the Walla Walla District Camping Grounds will not be given to the Contractor if camping at these sites.
The Contractor's crew may not use Government parking lots near the Ice Harbor Lock and Dam for RV parking.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used) -- End of Section --
SECTION 01 14 00.10 28 Page 6
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 14 00.90 28
INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 RESOURCES
1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE
1.5 ANTITERRORISM (AT) LEVEL I TRAINING
1.6 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS
1.7 SUSPICIOUS ACTIVITY REPORTING TRAINING (e.g. iWATCH, CorpsWatch, or See Something, Say Something)
1.8 TRAINING REQUIREMENTS FOR THE PROTECTION OF SENSITIVE INFORMATION
1.9 ESCORTING IN CLASSIFIED AND/OR SENSITIVE AREAS
1.10 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
SECTION 01 14 00.90 28 Page 1
SECTION 01 14 00.90 28
INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)
PART 1 GENERAL
The work covered by this section of the specifications consists of work common to more than one section of these TECHNICAL SPECIFICATIONS. This contract does not require access to or handling of classified material.
This contract requires access to secured and restricted areas, sensitive information, or equipment. Secured area is considered any location where on-site work is performed by contractor personnel. The restricted areas, sensitive information, or equipment consists of everything inside the security fence at the Project.
1.1 REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .