ATTACHMENT 1 - TECHNICAL SPECIFICATIONS.pdf

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Attached to
Ice Harbor Dam Navigation Lock Upstream Tainter Gate Federal contract opportunity
Solicitation number
W912EF26BA001
Issued by
Department of the Army Corps of Engineers Engineering District Walla Walla

About this file

This document is a technical specification for the fabrication, delivery, and storage of a navigation lock upstream tainter gate for the U.S. Army Corps of Engineers at Ice Harbor Dam. The project involves manufacturing a complex steel gate structure with specific requirements for materials, welding, painting, and quality control. Key specifications include using ASTM A709/A709M Grade 50 steel, performing detailed welding procedures with non-destructive testing, applying a specialized vinyl paint system (System No. 5-E-Z), and delivering the gate to the project site on the north bank of the Snake River.

Critical project dates include a metrology survey during a 2026 navigation lock outage, gate fabrication, and a required delivery date no later than 14 June 2027, with complete contract work to be finished by 15 July 2027. The contractor must follow strict quality control measures, including maintaining a comprehensive fabrication log, conducting multiple inspection phases, and providing detailed documentation. The gate must be transported and stored on custom storage cradles, with temporary fencing installed around the structure, and will undergo final government inspection upon delivery and placement.

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Ice Harbor Navlock Upstream Tainter Gate - SUPPLY W912EF26BA001

HLNLGTSUP455454B

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS

01 14 00.10 28 PROJECT SITE RESTRICTIONS

01 14 00.90 28 INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY

(OPSEC)

01 32 01.00 28 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16.29 28 ADVANCED MODELING REQUIREMENTS

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 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS

01 57 20.00 28 ENVIRONMENTAL PROTECTION

01 78 00.00 28 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 21 00.01 28 METROLOGY

DIVISION 05 - METALS

05 59 20.00 28 FABRICATION OF HYDRAULIC STEEL STRUCTURES

DIVISION 09 - FINISHES

09 97 02.00 28 PAINTING: HYDRAULIC STRUCTURES

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.44 28 TAINTER GATE FABRICATION, DELIVERY, AND STORAGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 01.00

SUPPLEMENTARY REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 DEFINITIONS

1.4 DOCUMENT SUBMITTALS

1.5 SUPPLEMENTAL DRAWINGS

1.6 PROGRESS PAYMENTS

1.7 COMMENCEMENT OF CONTRACT WORK

1.8 FIELD VERIFICATION OF SITE CONDITIONS

1.9 NAVIGATION LOCK TAINTER GATE DELIVERY REQUIREMENTS

1.9.1 Required Delivery Dates and Location

1.10 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.11 EQUIPMENT LIST

1.12 TESTING OF EQUIPMENT

1.13 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.14 PROJECT SUPERINTENDENT

1.15 KEY PERSONNEL SUBSTITUTION

1.16 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

1.17 POST AWARD MEETINGS

1.17.1 Post-Award Conference

1.17.2 CAD Requirements and Coordination Meeting

1.17.3 Pre-Metrology Meeting

1.17.4 Prefabrication Conference

1.17.5 Pre-Painting Meeting

1.17.6 Pre-Delivery Meeting

1.17.7 RMS Orientation Meeting

1.18 WEEKLY PRODUCTION MEETINGS

1.18.1 Production Briefings

1.18.2 Fabrication Progress Photos

1.19 MEETING MINUTES

1.19.1 Additional Meetings

1.20 PARTNERING

1.20.1 General

1.20.2 Partnering Meetings

1.21 GOVERNMENT QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda

SECTION 01 11 01.00 28

Three (3) Week 'Look Ahead' Schedule

-- End of Section Table of Contents --

SECTION 01 11 01.00

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

Comply 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

Prefabrication On-Site Inspection Report ; I, C

Project Superintendent ; I, C

Field Verification Variations ; G, C

CAD Requirements And Coordination Meeting ; G, GS

SD-07 Certificates

Key Personnel Substitution ; G, C

1.3 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.

1.4 DOCUMENT SUBMITTALS

In addition to other specified submittal requirements, a copy of all documents submitted as part of work on this contract, shall be e-mailed to the Contracting Officer and submitted in Resident Management System Contractor Mode (RMS CM). Include project contract number, title, and e-mail topic in all e-mail subject lines, per SECTION 01 33 00 SUBMITTAL PROCEDURES, paragraph "Digital Copies".

1.5 SUPPLEMENTAL DRAWINGS

a) A “Supplemental Drawings” packet is provided as part of this contract for information only and is not part of Contract work. These drawings are not available in CAD. These drawings depict the best estimate of existing components and equipment. The Government does not guarantee the accuracy of Supplemental Drawings.

b) Contractor shall verify accuracy of these drawings prior to use. Any errors or deficiencies arising from use of these drawings shall be the responsibility of the Contractor and corrected at no additional cost to the Government.

1.6 PROGRESS PAYMENTS

Progress Payments apply only to CLIN 0002 "Fabrication of Upstream Tainter Gate and Storage Cradles". See Contracting Clause FAR 52.232-16 "Progress Payments" for additional information.

1.7 COMMENCEMENT OF CONTRACT WORK

Contractor work on CLIN 0001 and CLIN 0003 may commence upon receipt of Notice of Award. Contractor work on CLIN 0002 must not commence until the required performance and payment bonds are submitted and formally accepted by the Government, following Notice of Award. Anticipate a maximum of 7 (seven) calendar days for Government review of submitted performance and payment bonds.

1.8 FIELD VERIFICATION OF SITE CONDITIONS

a. Field verify all elevations, dimensions, and coordinates of existing features indicated on the contract drawings that affect new fabrication. Provide all required tools and equipment to verify site conditions, including all equipment required for access to the areas for metrology and other verification work . Government property will not be available for Contractor use.

b. Field verification of the existing Upstream Navigation Lock Gate and surrounding areas must be completed during Contractor access dates of the 2026 Navigation Lock Outage. See SECTION 01 14 00.10 28 PROJECT SITE RESTRICTIONS, paragraph "2026 Navigation Lock Outage Restrictions" for additional information. In addition, all Metrology work must take place during this time. See SECTION 02 21 00.01 28 METROLOGY for additional information. The Contractor will be able to access the Navigation Lock Gate area, including the upstream side below the forebay waterline during the specified access dates.

c. Field verification of the downstream storage area must be completed no later than 16 April 2026, and in all cases prior to start of fabrication activities. Coordinate dates of field verification with the Contracting Officer (KO) a minimum of 14 calendar days prior to anticipated dates.

d. Document existing site conditions with marked up contract drawings, digital photographs, metrology, and videos, along with descriptive narrative reports identified below. Notify the KO of any variations that affect design and fabrication of components within 7 calendar days of Field Verification completion, and include documentation of variations in the Field Verification Variations Report.

e. Submit a descriptive narrative Prefabrication On-Site Inspection report , and documentation of Field Verification Variations identifying all variations from contract drawings that impact design of components. Both reports must be submitted within 30 calendar days of completion of field verification.

f. All variations must be updated as per SECTION 01 78 00.00 28 , CLOSEOUT SUBMITTALS, paragraphs WORKING AS-BUILT DRAWINGS.

1.9 NAVIGATION LOCK TAINTER GATE DELIVERY REQUIREMENTS

a. See paragraph "Required Delivery Dates and Location" for delivery date information. Provide a minimum of 3 (three) delivery date options. The Government will coordinate Gate delivery with other river users and notify the Contractor of the final delivery date a minimum of 14 (fourteen) calendar days prior to delivery.

b. All deliveries and Contractor arrival to the Project site must occur within typical Government work hours. See SECTION 01 14 00.10 28 PROJECT SITE RESTRICTIONS, paragraph "Government's Work Schedule" for additional information.

c. The Navigation Lock will be closed to river traffic between 0700 and 1700 on the day of delivery. All delivery tasks requiring a barge at the downstream end of the Navigation Lock must be completed during this time . Additional time will NOT be allowed, unless approved in advance by the Contracting Officer. Due to requirements of other river users, the Government cannot guarantee additional time will be available. The Contractor's barge will only be allowed to moor at the Project site during this coordinated Navigation Lock Closure. All Contractor barges and other equipment must be cleared from the Navigation Channel prior to the end of this outage. NOTE: Navigation Lock closure start time may vary up to an hour to accommodate river vessels in transit. Anticipate total duration of Lock closure to remain the same as identified above.

d. Contractor is solely responsible for off-loading the Gate and other items from the barge, moving them to the storage location, positioning gate for storage, and placement of fencing as shown and specified. Provide all equipment, supplies, and other items needed for delivery tasks. Government equipment and property is NOT available for Contractor use.

e. The Gate must NOT be set on the ground during off-loading and storage activities. All Navigation Lock Gate storage must be onto the accepted Storage Cradles.

f. Moorage is not available at the Project site or within the Boat Restricted Zone (BRZ) of Ice Harbor Dam. The Contractor is responsible for securing any needed moorage at other locations.

g. Additional shipping and delivery requirements are located in

SECTION 35 20 16.44 28 TAINTER GATE FABRICATION, DELIVERY, AND STORAGE.

1.9.1 Required Delivery Dates and Location

a. Deliver the Navigation Lock Tainter Gate no sooner than 14 June 2027. Contractor must work continually to complete all delivery and storage requirements until all onsite work is complete.

b. Demobilize from the Project site, no later than 7 calendar days following delivery of the Tainter Gate. Complete all Contract work no later than 15 July 2027.

c. See Sheet G-101 for delivery location, and general storage location of the Navigation Lock Tainter Gate. Coordinate final storage location of the delivered Gate with the Contracting Officer.

1.10 REGULAR CLEANUP AND DEBRIS DISPOSAL

With the exception of materials specifically indicated or specified to be salvaged for reuse, or turned over to the Government, all wastes and demolished materials becomes the property of the Contractor and must 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 must be emptied daily, large bin containers must be emptied when full or once a week.

1.11 EQUIPMENT LIST

Furnish a complete list of all equipment to be used on the Project 30 calendar 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.

1.12 TESTING OF EQUIPMENT

Before any machinery or mechanized equipment is put to use on the job, it must be inspected and tested by a qualified person and determined to be in safe operating condition. Cranes or derricks must be tested by the Contractor or a qualified testing agency in accordance with EM 385-1-1 .

Equipment must be large enough to safely handle proposed picks or tasks without exceeding the crane rating established by these tests.

1.13 PROTECTION AND RESTORATION OF EXISTING FACILITIES

The Contractor shall be responsible for any damage to Government structures, equipment, and other property caused by Contractor personnel and operations. Damaged items and areas shall be restored to pre-Contract conditions at no additional cost to the Government.

1.14 PROJECT SUPERINTENDENT

The Contractor's Project Superintendent must be on the worksite at Ice Harbor Dam during performance of on-site work on this contract. The Project Superintendent is required on the worksite, at all times work is being performed, until on-site work on this contract is completed and accepted. Submit Superintendent name and contact information prior to start of on-site work.

1.15 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.

1.16 CONTRACTOR RESPONSIBILITY FOR CONTRACT WORK

The Contractor is responsible for correcting all damage and defects to work covered by this contract, until final acceptance by the Government.

1.17 POST AWARD MEETINGS

1.17.1 Post-Award Conference

Within thirty (30) calendar days after receipt of Notice of Award, attend a Post-Award Conference. 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.

1.17.2 CAD Requirements and Coordination Meeting

a. After Notice of Award, and prior to the Contractor starting CAD files for design, coordinate a CAD Requirements and Coordination Meeting with the Contracting Officer. All Lead CAD staff shall attend the meeting. The purpose of the meeting is to explain CAD design and submittal requirements throughout the contract, verify which version of Autodesk must be used for work on this contract, and establish Points of Contact.

b. Assume Contractor use of Autodesk version 2023 for all CAD files and drawing submittals, unless approved otherwise by the Contracting Officer .

c. Provide a record of the meeting within 7 calendar days. The meeting may be held in conjunction with another Post Award Meeting, but must be prior to beginning CAD related work.

1.17.3 Pre-Metrology Meeting

Coordinate with the Contracting Officer and establish the date of the Pre-Metrology 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-Metrology 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.

1.17.4 Prefabrication Conference

See SECTION 05 59 20.00 28 FABRICATION OF HYDRAULIC STEEL STRUCTURES, paragraph "Prefabrication Conference" for conference timing and requirements. See paragraph MEETING MINUTES for meeting minutes requirements.

1.17.5 Pre-Painting Meeting

Coordinate with the Contracting Officer and establish the date of the Pre-Painting Meeting. The meeting shall be held at the Contractor's facility at least one (1) week prior to start of Certification Tests for paint applicators. See SECTION 09 97 02.00 28 PAINTING: HYDRAULIC STRUCTURES, paragraph "Qualified Coating Applicator" and related paragraphs for additional information. The Contractor shall lead the Pre-Painting Meeting discussing the Contractor's plan on executing the work, schedule, and plan for implementing quality control. Key members of the Contractor's staff shall attend this meeting including the Quality Control (QC) System Manager, and any other members determined by the Government to be required. See paragraph MEETING MINUTES for meeting minutes requirements.

1.17.6 Pre-Delivery Meeting

a. Coordinate with the Contracting Officer and establish the date of the Pre-Delivery Meetings. The meeting will be held at the Project site at least 21 calendar days prior to anticipated delivery date of the Navigation Lock Upstream Gate, and cribbing/support structures , unless approved otherwise by the Contracting Officer. The Contractor shall lead the Pre-Delivery Meetings discussing the Contractor's plan on executing the work at the project site including delivery and on-site placement of the Upstream Gate, repair of damage that occurred during shipping (including coating repair), schedule, and plan for implementing safety and quality control.

b. 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. See paragraph MEETING MINUTES for meeting minutes requirements.

1.17.7 RMS Orientation Meeting

a. Upon the Contractor's request, an RMS (Resident Management System) Orientation Meeting will be held within fifteen (15) calendar days after Notice of Award. See SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) for additional information. The Orientation Meeting will be held at NWW District Headquarters, and may occur in conjunction with, but not at the same time as, the Post-Award Conference. 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.

e. The purpose of the RMS Orientation Meeting is to facilitate Contractor's use of RMS (CM). It does not relieve the Contractor of the requirement to use RMS (CM) in accordance with the Contract. See

SECTION 01 45 01.00 28 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

(RMS CM), paragraph RMS SOFTWARE for information related to required download and installation deadlines.

f. Meeting minutes are not required for the RMS Orientation Meeting.

1.18 WEEKLY PRODUCTION MEETINGS

1.18.1 Production Briefings

During all fabrication 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' Schedule. See look-ahead examples at the end of this section).

1. Describe all planned fabrication activities over the next three (3) weeks.

2. ENSURE these activities align to the overall fabrication SCHEDULE submitted under SECTION 01 32 01.00 28 PROJECT SCHEDULE.

3. RECORD any changes to the Project Schedule AND INCLUDE IN the next scheduled update.

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. See paragraph MEETING MINUTES for meeting minutes requirements.

1.18.2 Fabrication Progress Photos

a. Photograph and record weekly progress during all fabrication activities using progress photographs. Submit digital photographs weekly for use at the WEEKLY PRODUCTION MEETING. Photographs provided are for unrestricted use by the Government.

1. Submit photos 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 12 megapixels and not more than 24 megapixels. Photos shall show the sequence and progress of work.

4. As a minimum during fabrication, photograph the following:

i. Each individual component prior to assembly.

ii. Assembly photos documenting each component being added to the Navigation Lock Upstream Gate, as applicable.

iii. Photos showing all sides of the completed Upstream Gate.

5. Take and submit a minimum of 20 digital photographs each week throughout the entire project.

b. Ensure that the photographs are digitally dated. A log must be furnished for each photograph that records the following information:

1. Photograph number (the specific format should be tied to the filename of the digital photograph).

2. Date the photograph was taken.

3. A brief description of the location, what the photograph depicts, and the orientation of the view.

1.19 MEETING MINUTES

The Contractor is responsible for taking ALL meeting minutes, unless otherwise specified. Submit minutes in RMS CM, and send electronically within 48 hours of the meeting to the Government's Project Engineer, Quality Assurance Representative, and Resident Engineer for concurrence.

Minutes shall be in pdf format and be OCR (Optical Character Recognition) searchable. Include project contract number, title, and meeting topic in all e-mail subject lines.

1.19.1 Additional Meetings

Record the minutes of all meetings, including all conference calls, that occur between the Contractor and Government. Format and submit minutes as specified in paragraph MEETING MINUTES.

1.20 PARTNERING

1.20.1 General

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors by informally partnering this contract. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance with the intent to achieve a safe completion of the work - within budget, on schedule, and in accordance with plans and specifications. This partnership would be bilateral in makeup and participation will be totally voluntary. If Partnering is pursued, meetings would be held as identified in the following paragraph.

1.20.2 Partnering Meetings

Within 30 calendar days of receipt of Notice of Award, the initial partnering meeting will be scheduled if the meeting is requested by the Contractor. The Contractor's key personnel will attend a face-to-face partnering meeting (typically one day in duration) together with key Government personnel, to discuss project goals and communication.

Follow-up meetings will be held periodically, as required, throughout the duration of the contract, as agreed to by the Contractor and the Government. The Government will facilitate the meeting.

1.21 GOVERNMENT QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

1. The Government will monitor the Contractor's performance under this contract using quality assurance procedures developed by the Government. Typical procedures might include random sampling, checklists, customer complaints, and observations.

2. The Government reserves the right to inspect and test all services called for by the contract, to the extent practicable at all times and places during the term of the contract. The Government will perform inspections and tests in a manner that will not unduly delay the work.

3. If any of the services do not conform to contract requirements, the Government will request the Contractor to perform the services again, where appropriate, in conformity with contract requirements, at no increase in contract amount. When the defects in services cannot be corrected by re-performance, the Government may (1) require the

Contractor to take necessary action to ensure future performance conforms to contract requirements and (2) reduce the contract price to reflect the reduced value of the services performed.

4. If the Contractor fails to promptly re-perform the services or to take the necessary action to ensure future performance in conformity with contract requirements, the Government may by contract, or otherwise (1) perform the services and charge to the Contractor any cost incurred by the Government that is directly related to the performance of such service or (2) terminate the contract in whole or in part.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

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

THIS PAGE INTENTIONALLY LEFT BLANK

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

Actual Work Remaining Work

Critical Remaining Work Milestone

Summary Page 1 of 3 TASK filter: 3 Week Look Ahead.

© Oracle Corporation

SECTION TABLE OF CONTENTS

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

1.3.1 2026 Navigation Lock Outage Restrictions

1.3.2 Government Work and Other Contractors

1.4 PROJECT SECURITY

1.4.1 Contractor Vehicle Access

1.4.2 Identification of Employees

1.4.3 Non-US Citizens

1.5 DELIVERY OF EQUIPMENT

1.6 FACILITY OCCUPANCY CLOSURE

1.7 WORK SCHEDULES

1.7.1 Contractor's Work Schedule

1.7.2 Government's Work Schedule

1.8 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Existing Gate Photos

Request for Access to Field Projects

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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 Occupational Health Requirements

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

Foreign Visit Request (FVR) Form ; G, SLE

1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

1.3.1 2026 Navigation Lock Outage Restrictions

The following requirements and restrictions apply to Contractor access to the Navigation Lock during the 2026 Navigation Lock Outage:

a. All work requiring Contractor access to the Navigation Lock, Chamber, and adjacent areas must be completed between 21 March 2026 at 0700, and end 25 March 2026 at 1700 hours. All Contractor equipment, personnel, and property must be removed from inside the Security Fence at the Project site no later than 26 March 2026 at 1700 hours. No Contractor property will be allowed to remain at the Project Site after this time. Coordinate on-site arrival date with the Contracting Officer a minimum of 30 calendar days prior to anticipated arrival date. NOTE: Access dates are approximate dates and could vary by up to 3 calendar days. End date will occur no later than 25 March 2026, and could occur earlier if start date is moved. Overall time allowed will not exceed that specified.

b. The Government will notify the Contractor when all Government tasks to prepare the Navigation Lock area for Contractor access are complete. The Contractor will NOT be allowed access prior to completion of Government tasks .

c. All Contractor access to the work area shall be from the Navigation Lock Deck Area. See SECTION 01 11 01.00 28 SUPPLEMENTARY REQUIREMENTS, paragraph FIELD VERIFICATION OF SITE CONDITIONS for additional requirements and restrictions.

d. Government operators will be available to operate the gate in support of Contractor field verification activities. Only Government Navigation Lock Operators will be allowed to operate the Navigation Lock controls and machinery. Operators are only available between 0700 and 1600 daily during Navigation Lock Outages, typically.

Coordinate Navigation Lock Operator support with the Contracting Officer a minimum of 14 calendar days prior to anticipated support.

Any additional Operator support will only be provided with Contracting Officer approval.

e. Contractor shall be responsible for managing/diverting all leakage through the floating bulkhead that impacts their work. See attached Existing Gate Photos and SECTION 02 21 00.01 28 METROLOGY, paragraph "Dewatering" for additional information.

f. Water Surface Elevation in the Navigation Lock will remain at Tailwater elevation during the Navigation Lock Outage.

g. When not actively working in the area, Contractor cranes, and other large equipment must be parked in a manner that maintains at least one continuous lane of traffic along the Navigation Lock deck.

Coordinate equipment parking locations with the Contracting Officer.

Contractor equipment may be parked in approved Contractor storage and staging areas on the north side of the Navigation Lock during this time.

1.3.2 Government Work and Other Contractors

a. Government personnel and other Contractors will be working in or near the Navigation Lock during Contractor Metrology work and field verification tasks on this project. Expect additional coordination to accommodate other work in the area.

b. Coordination of contract work is required as part of this contract. No allowance will be made for extra compensation because of the required coordination.

1.4 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.

1.4.1 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.

1.4.2 Identification of Employees

a. Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. All employees requiring access to the secured area, Ice Harbor Dam, shall have Government furnished ID badges. Complete the Request for Access to Field Projects (attached to the end of this SECTION) for each employee. Submit the completed forms to the KO a minimum of seven (7) Government work days prior to the employee arriving at the Project site. See paragraph "Government's Work Schedule" for additional information.

b. Each employee shall furnish initial identification (driver's license) in order to receive a Government furnished ID badge. All employees entering the secured areas must wear the Government furnished ID badge, displayed above their waist at all times. All ID badges shall immediately be delivered to the Quality Assurance Representative 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.

c. 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.

1.4.3 Non-US Citizens

a. Non-US citizen access to Ice Harbor Dam Project site, requires submittal and approval of a Foreign Visit Request (FVR) form , available from the KO. FVR forms will be reviewed by the USACE Walla Walla District Security Office, and must be submitted according to the following requirements:

1. Chinese Nationals, a minimum of 95 calendar days prior to anticipated access date.

2. All other nationalities, a minimum of 35 calendar days prior to anticipated access date.

3. Include a copy of the employee's passport with the FVR form submittal.

4. Submit each FVR Form separately. Do NOT submit multiple forms in the same submittal.

b. Individuals with a Permanent Resident Card do NOT need to submit a FVR Form. Submit a current copy of the Permanent Resident Card.

c. Individuals in the United States on a work VISA must submit a FVR Form along with a current copy of the work VISA.

d. Access in less than the required number of days requires an approved waiver and is not guaranteed. Contact the KO for additional information.

1.5 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.

1.6 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.

1.7 WORK SCHEDULES

1.7.1 Contractor's Work Schedule

At the Post-Award Conference, 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.

1.7.2 Government's Work Schedule

a. The maintenance crews at the dam work from 0630 to 1700, 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.

1.8 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, or other Government property near Ice Harbor Lock and Dam for RV parking.

PART 2 PRODUCTS (Not Used)

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EXISTING GATE

Water at Forebay Elevation Floating Bulkhead Installed Upstream of Gate

SECTION TABLE OF CONTENTS

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 ESCORTING IN CLASSIFIED AND/OR SENSITIVE AREAS

1.8 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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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.

FEDERAL ACQUISITION REGULATIONS (FAR)

FAR 52.222-54 Employment Eligibility Verification

FAR 22.18 Employment Eligibility Verification

Website for Federal Acquisition Regulation Supplement:

https://www.acquisition.gov/browse/index/far

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "I" designation are for information only. The 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

Antiterrorism (AT) Level I ; G, C

Pre-Screen Candidates Using E-Verify Program ; G, C

1.3 RESOURCES

The following resources are accessible from the Walla Walla District (NWW) Public Website:

https://www.nww.usace.army.mil/Business-With-Us/Contracting/AT-OPSEC-for-Contractors/

a. Antiterrorism (AT) Level I Training.

b. E-Verify Program.

1.4 GENERAL SECURITY REQUIREMENTS AND GUIDANCE

a. The security requirements described in this SECTION apply to all contractor personnel supporting the performance requirements of this contract. Contractor personnel includes employees of the prime Contractor ("Contractor") and all subcontractor employees. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the Contracting Officer (KO).

b. The Department of Defense (DoD) and Army security training requirements specified in this SECTION, are performance requirements.

All contractor personnel shall complete initial training within 30 calendar days of contract Notice of Award, or the date new contractor personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall submit written documentation of completed training to the KO. The documentation shall include the names of contractor personnel trained, and which training they completed. The Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the KO.

c. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contractor personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as "RAMs"), and Health Protection Condition (HPCON) measures.

d. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable Walla Walla District (NWW) plans and procedures. This includes identifying mission essential and non-mission essential personnel.

e. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contractor personnel. The Contractor shall ensure all contractor personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

1.5 ANTITERRORISM (AT) LEVEL I TRAINING

All contractor personnel requiring routine access to Army installations, facilities, and controlled access areas, or requiring network access shall complete initial and annual refresher Antiterrorism (AT) Level I awareness training. Submit certificates of completion for each employee to the KO.

See paragraph RESOURCES for link to training.

1.6 PHYSICAL SECURITY AND ACCESS CONTROL REQUIREMENTS

a. All contractor personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location.

b. Contractor personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of

Emergency Services/ Security Office using the National Crime Information Center-Interstate Identification Index (commonly referred to as "NCIC-III") and Terrorist Screening Database (commonly referred to as "TSDB"). Contractor personnel shall comply with all personal identity verification requirements specified in installation/facility policies and procedures.

c. Contractor personnel who do not meet requirements for unescorted access to USACE facilities shall coordinate escorted access with the KO, as needed. Coordinate escorted access with the KO a minimum of 14 calendar days prior to date of needed escort. Government escorts are dependent upon availability of personnel. The Government is not responsible for impacts to Contractor work due to unavailability of Government escorts.

d. Contractor personnel who receive keys, access cards, or lock combinations that provide access to government-owned property shall comply with key and lock control procedures of NWW.

1.7 ESCORTING IN CLASSIFIED AND/OR SENSITIVE AREAS

In accordance with applicable regulations, all contractor personnel who do not possess the appropriate security clearance or access privileges will be escorted in areas where they may be exposed to classified information or operations, sensitive information or activities, or restricted areas.

1.8 PRE-SCREEN CANDIDATES USING E-VERIFY PROGRAM

a. Contractors shall comply with the requirements set forth in FAR 52.222-54 Employment Eligibility Verification and FAR 22.18 in using the E-Verify Program to meet the contract employment eligibility requirements. Contractors are encouraged to cooperate with Federal and State agencies responsible for enforcing labor requirements to include eligibility for employment under United States immigration laws in accordance with FAR 22.102-1(i). See paragraph RESOURCES for link to the E-Verify website.

b. An initial list of verified/eligible candidates shall be provided to the KO no later than three business days after receipt of Notice of Award. Submit pre-screening results to the KO via email as a password protected pdf file.

c. Submit updates to list of verified/eligible candidates within three business days of new verifications. The Contractor shall maintain a current list of verified/eligible employees as part of their contract files and provide copies to the KO upon request.

d. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the Contracting Officer to become part of the official contract file.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 28

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

1.4 PROGRESS PAYMENTS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.2.1 Submittal Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Activities

3.3.5 Government Activities

3.3.6 Standard Activity Coding…

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