A.07.24_Techspec_Amend-0002.pdf

PDF 616 KB Posted Aug 15, 2018

Attached to: W912EF18R0025 Amendment 0003 Federal contract opportunity
Solicitation number: W912EF18R0025
Issued by: Department of the Army Corps of Engineers Engineering District Walla Walla

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Amendment 0002 Specifications

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File	Type	Posted
18R0025_Plans_Amend0004.pdf	PDF	Aug 27, 2018
W912EF18R0025_Amendment_0004.pdf	PDF	Aug 27, 2018
W912EF18R0025_Amendment_0003.pdf	PDF	Aug 17, 2018
18R0025_specs_01_55_10.00_28_Amend-0003.pdf	PDF	Aug 17, 2018
W912EF18R0025_Amendment_0002.pdf	PDF	Aug 15, 2018
A.07.24_18R0025_Amend-0002_Plans.pdf	PDF	Aug 15, 2018
A.07.24_REGISTER_Amend-0002.pdf	PDF	Aug 15, 2018
Site_Visit_Attendees_-_18R0025_LLA_Pintle_Heel.pdf	PDF	Aug 13, 2018
W912EF18R0025_Amend_0001.pdf	PDF	Aug 3, 2018
W912EF18R0025_Small_Business_Participation_Plan.pdf	PDF	Jul 25, 2018
Site_Visit_Information_18R0025.pdf	PDF	Jul 24, 2018
W912EF18R0025_Lower_Granite_Pintle_Heel_Modifications.docx.pdf	PDF	Jul 24, 2018
W912EF18R0025_TechSpec.pdf	PDF	Jul 24, 2018
W912EF18R0025_Plans.pdf	PDF	Jul 24, 2018

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Lower Granite Navlock Miter Gate Pintle Modifications W912EF18R0025 Amend-0002

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15.00 28 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 28 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 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 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 MITER GATE SURVEY

02 41 19.40 28 MITER GATE REMOVAL AND SHORING

DIVISION 03 - CONCRETE

03 30 90.00 28 CRACK GROUTING AND CONCRETE REPAIR

DIVISION 05 - METALS

05 60 05.00 28 PINTLE BEARING, GREASE LINE, AND CULVERT REPAIRS

DIVISION 09 - FINISHES

09 97 02.00 28 PAINTING: HYDRAULIC STRUCTURES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

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SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

-- End of Section Table of Contents --

DOCUMENT 00 01 15.00 28

SECTION 00 01 15.00 28

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GENERAL

GDG-1-0-1/695 G-001 COVER SHEET AND LOCATION MAPS

GDG-1-0-1/696 G-002 INDEX TO DRAWINGS 1 8/2018

GDN-1-0-1/22 G-101 NAVLOCK - PLAN AND SECTION 1 8/2018

CIVIL

GDN-1-4-2/64 C-501 NAVLOCK - CRACK GROUTING AND

CHAMFER REPAIR

ADDED 8/2018

GDN-1-4-2/65 C-502 NAVLOCK - BULK HEAD SLOT FLOOR

REPAIR

ADDED 8/2018

STRUCTURAL

GDN-1-5-5/26 S-101 NAVLOCK - D/S MITER GATE PLAN

GDN-1-5-5/27 S-201 NAVLOCK - D/S MITER GATE ELEVATIONS

MECHANICAL

GDN-1-3-5/1 M-301 PINTLE AND COLLAR - PLANS SECTIONS

AND DETAILS

GDN-1-3-5/2 M-302 MITER GATE - GREASE LINE - SECTIONS

AND DETAILS I

DOCUMENT 00 01 15.00 28

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDN-1-3-5/3 M-303 PINTLE BALL - GREASE RETURNS &

DOWEL LOCATIONS

GDN-1-3-5/4 M-901 PHOTOGRAPHS - SHEET 1

GDN-1-3-5/5 M-902 PHOTOGRAPHS - SHEET 2

GDN-1-3-5/6 M-903 PHOTOGRAPHS - SHEET 3

GDN-1-3-5/7 M-904 PHOTOGRAPHS - SHEET 4

1.2.1 Use Of Government Prepared Contract CAD Electronic Files

a. Contract CAD drawing files requests by the Contractor will be granted only when the Contractor is planning to use the electronic CAD files for creating shop drawings.

b. No For Information Only drawings are available on CAD.

c. The Contractor assumes all risks associated in using electronic CAD drawings.

d. Electronic copies of CAD drawings are only available in Bentley MicroStation format.

e. The contract drawings shall govern if there are any discrepancies between the electronic copy and the contract drawing. The Contractor shall promptly notify the Contracting Officer of any discrepancies.

The Government will not be responsible to correct the electronic CAD drawing.

1.3 FOR INFORMATION ONLY DRAWINGS (FIO)

These FIO drawings are included with the drawings for information. The Government does not warrant the accuracy of the FIO drawings. The Government recommends that the Contractor verify the accuracy of FIO drawings.

FIO drawings are as follows:

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDN-1-3-6/1 FIO-001 NAVIGATION LOCK - LOWER GATE

MACHINERY - GENERAL ARRANGEMENT

GDN-1-3-6/2 FIO-002 NAVIGATION LOCK - LOWER GATE

MACHINERY - CYLINDER ASSEMBLY -

DETAILS

GDN-1-3-6/2.1 FIO-003 NAVIGATION LOCK - LOWER GATE

MACHINERY - GENERAL ARRANGEMENT

DOCUMENT 00 01 15.00 28

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDN-1-3-6/4 FIO-004 NAVIGATION LOCK - LOWER GATE

MACHINERY - LUBRICATION SYSTEM -

GATE PIN

GDN-1-3-6/5 FIO-005 PINTLE REPLACEMENT - LOWER GATE

OPERATING MACHINERY - PINTLE

DETAILS

GDN-1-5-5/1 FIO-006 NAVIGATION LOCK - LOWER GATE -

DESIGN DATA

GDN-1-5-5/2 FIO-007 NAVIGATION LOCK - LOWER GATE -

PLAN U/S ELEV & HORIZ SECT

GDN-1-5-5/3 FIO-008 NAVIGATION LOCK - LOWER GATE -

D/S ELEVATION & DETAILS

GDN-1-5-5/4 FIO-009 NAVIGATION LOCK - LOWER GATE -

HORIZONTAL RIB DETAILS

GDN-1-5-5/5 FIO-010 NAVIGATION LOCK - LOWER GATE -

VERTICAL GIRDER AND RUBBER SEALS

GDN-1-5-5/6 FIO-011 NAVIGATION LOCK - LOWER GATE -

DIAGONALS AND GUSSET PLATES

GDN-1-5-5/8 FIO-012 NAVIGATION LOCK - LOWER GATE -

MITERING DEVICE

GDN-1-5-5/9 FIO-013 NAVIGATION LOCK - LOWER GATE -

GUDGEON LINKAGE

GDN-1-5-5/10 FIO-014 NAVIGATION LOCK - LOWER GATE -

GUDGEON ANCHORAGE

GDN-1-5-5/12 FIO-015 NAVIGATION LOCK - LOWER GATE -

PINTLE ASSEMBLY & BASE DETAILS

GDN-1-5-5/13 FIO-016 NAVIGATION LOCK - LOWER GATE -

EMBEDDED STEEL - PINTLE BASE - -

WALL QUOIN AND SILL ANGLE

GDN-1-5-5/14 FIO-017 PINTLE REPLACEMENT - PINTLE

ASSEMBLY - PLAN - SECTION AND

ISOMETRIC

GDN-1-5-5/15 FIO-018 PINTLE REPLACEMENT - PINTLE HEEL

- PLAN - SECTIONS AND DETAIL

GDN-1-5-5/16 FIO-019 PINTLE REPLACEMENT - PINTLE

BUSHING - PLAN AND SECTIONS

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDN-1-5-5/16.1 FIO-020 PINTLE REPLACEMENT - PINTLE HEEL

- ELEVATIONS

GDN-1-5-5/17 FIO-021 PINTLE REPLACEMENT - PINTLE AND

COLLAR - PLANS - SECTIONS AND

DETAILS

GDN-1-5-5/18 FIO-022 PINTLE REPLACEMENT - SEALS

SHOP DWG E6 FIO-023 PINTLE REPLACEMENT - ERECTION

DETAILS

E7 FIO-024 PINTLE REPLACEMENT - ERECTION

DETAILS

SHOP DWG 3 FIO-025 PINTLE REPLACEMENT - PINTLE

MATERIAL

GDN-1-0-1/2 FIO-026 NAVIGATION LOCK - GENERAL PLAN

AND SECTIONS

GDN-1-4-2/34 FIO-027 NAVIGATION LOCK - MONOLITH 27

GDN-1-4-2/35 FIO-028 NAVIGATION LOCK - MONOLITH 28

GDN-1-4-2/36 FIO-029 NAVIGATION LOCK - MONOLITHS 27

AND 28 - REINFORCEMENT

GDN-1-4-2/37 FIO-030 NAVIGATION LOCK - MONOLITH 29 -

PLANS AND SECTIONS

GDN-1-4-2/38 FIO-031 NAVIGATION LOCK - MONOLITH 29 -

CULVERT VALVE SHAFTS

GDN-1-4-2/39 FIO-032 NAVIGATION LOCK - MONOLITH 29 -

VALVE MACHINERY ROOM

GDN-1-4-2/40 FIO-033 NAVIGATION LOCK - MONOLITH 29 -

ELEVATIONS

GDN-1-4-2/41 FIO-034 NAVIGATION LOCK - MONOLITH 29 -

CULVERT VALVE SHAFT REINFORCEMENT

GDN-1-4-2/43 FIO-035 NAVIGATION LOCK - MONOLITH 30 -

PLANS AND SECTIONS

GDN-1-4-2/44 FIO-036 NAVIGATION LOCK - MONOLITH 30 -

ELEVATIONS AND DETAILS

GDN-1-4-2/45 FIO-037 NAVIGATION LOCK - MONOLITH 29 &

30 - MACHINERY ROOM AND DETAIL

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDN-1-4-2/46 FIO-038 NAVIGATION LOCK - MONOLITH 29 AND

30 - MACHINERY ROOMS REINFORCEMENT

GDN-1-4-2/47 FIO-039 NAVIGATION LOCK - MONOLITH 29 AND

30 - CULVERT AND SUMP

REINFORCEMENT

GDN-1-4-2/48 FIO-040 NAVIGATION LOCK - MONOLITH 31 -

PLANS AND SECTIONS

GDN-1-4-2/49 FIO-041 NAVIGATION LOCK - MONOLITH 31 -

ELEVATIONS

GDN-1-4-2/50 FIO-042 NAVIGATION LOCK - MONOLITH 32 -

PLANS AND SECTIONS

GDN-1-4-2/51 FIO-043 NAVIGATION LOCK - MONOLITH 32 -

ELEVATIONS AND DETAILS

GDN-1-4-2/52 FIO-044 NAVIGATION LOCK - MONOLITHS 31

AND 32 - GATE AREA DETAILS

GDN-1-4-2/53 FIO-045 NAVIGATION LOCK - MONOLITHS 31

AND 32 - GATE AREA REINFORCEMENT

GDN-1-4-2/54 FIO-046 NAVIGATION LOCK - MONOLITH 31 AND

32 - GENERAL REINFORCEMENT

GDN-1-4-2/56 FIO-047 NAVIGATION LOCK - LOWER SILLS

GDN-1-4-2/57 FIO-048 NAVIGATION LOCK - LOWER SILLS -

REINFORCEMENT

GDN-1-5-13/12 FIO-049 NAVIGATION LOCK - ANCHOR BOLTS &

PLATES

GDN-1-13-5/2 FIO-050 TEMPORARY REPAIRS TO MITER GATE -

NAVLOCK PLAN AND SECTION

GDN-1-13-5/3 FIO-051 TEMPORARY REPAIRS TO MITER GATE -

MITER GATE - PLAN AND ELEVATION

GDN-1-13-5/4 FIO-052 TEMPORARY REPAIRS TO MITER GATE -

SECTIONS AND DETAILS I

GDN-1-6-32/2 FIO-053 NAVIGATION LOCK - MITER GATE

CATHODIC PROTECTION - D/S

ELEVATION AND SECTION

MDN-1-6-16/2 FIO-054 NAVIGATION LOCK - MITER GATE

CATHODIC PROTECTION - D/S GATE -

D/S ELEVATION AND SECTION

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDN-1-6-32/5 FIO-055 NAVIGATION LOCK - MITER GATE

CATHODIC PROTECTION - TERMINAL

BOARDS

GDN-1-5-22/7 FIO-056 NAVIGATION LOCK BRIDGE - BRIDGE -

PLAN AND SECTIONS

GDN-1-0-1/7 FIO-057 MITER GATE REPAIR - NAVLOCK PLAN

AND SECTION

GDN-1-0-1/8 FIO-058 MITER GATE REPAIR - NAVLOCK AND

D/S MITER GATE PLAN

GDN-1-13-5/8 FIO-059 MITER GATE REPAIR - MITER GATE -

ELEVATIONS

GDN-1-13-5/9 FIO-060 MITER GATE REPAIR - MITER GATE -

DEMOLITION WORK - SECTIONS AND

DETAILS

GDN-1-13-5/10 FIO-061 MITER GATE REPAIR - MITER GATE -

GIRDER 1 AND RIB 2 - SECTIONS AND

DETAILS I

GDN-1-13-5/11 FIO-062 MITER GATE REPAIR - MITER GATE -

GIRDER 1 AND RIB 2 - SECTIONS AND

DETAILS II

GDN-1-13-5/12 FIO-063 MITER GATE REPAIR - MITER GATE -

SEAL ANGLE MODIFICATIONS -

SECTIONS AND DETAILS

GDN-1-13-5/12A FIO-064 MITER GATE REPAIR - SILL AREA

UPLIFT DRAIN VALVE

GDN-1-13-5/13 FIO-065 MITER GATE REPAIR - MITER GATE -

RIB 23 - SECTIONS AND DETAILS

GDN-1-5-5/24 FIO-066 MITER GATE REPAIR - MITER GATE

DECK RAILING - PLAN AND ELEVATIONS

GDN-1-5-5/25 FIO-067 MITER GATE REPAIR - MITER GATE

DECK RAILING - GUARDRAIL DETAILS

GDN-1-5-22/13 FIO-068 MITER GATE REPAIR - MISCELLANEOUS

DETAILS - AS CONSTRUCTED

GDN-1-13-5/14 FIO-069 MITER GATE REPAIR - MITER GATE -

PHOTO'S

FILE NUMBER SHEET

NUMBER

DESCRIPTION Revision Number

Date

GDN-1-4-2/63 FIO-070 MITER GATE REPAIR - CONCRETE AT

SILL EL. 618.0

GDN-1-5-22/7 FIO-071 NAVIGATION LOCK BRIDGE - BRIDGE -

PLAN AND SECTIONS

GDN-1-4-2/24 FIO-072 NAVIGATION LOCK - MONOLITH 7 ADDED 8/2018

GDN-1-4-2/25 FIO-073 NAVIGATION LOCK - MONOLITH 8 ADDED 8/2018

GDN-1-5-11/3 FIO-074 NAVIGATION LOCK - CULVERT

BULKHEAD GUIDES

ADDED 8/2018

GDN-1-5-13/3 FIO-075 NAVIGATION LOCK - HANDRAIL LAYOUT ADDED 8/2018

GDN-1-5-13/8 FIO-076 NAVIGATION LOCK - GRATINGS AND

FRAMES 1

ADDED 8/2018

GDN-1-5-8/1 FIO-077 NAVIGATION LOCK - CULVERT VALVE -

DETAILS 1

ADDED 8/2018

GDN-1-4-2/26 FIO-078 NAVIGATION LOCK - MONOLITH 7 AND

8 - CULVERT REINFORCEMENT

ADDED 8/2018

-- End of Document --

DOCUMENT 00 01 15.00 28

SECTION TABLE OF CONTENTS

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 DEFINITIONS

1.5 REGULAR CLEANUP AND DEBRIS DISPOSAL

1.6 COMMUNICATIONS

1.7 GOVERNMENT-FURNISHED PROPERTY

1.8 EQUIPMENT LIST

1.9 TESTING OF EQUIPMENT

1.10 DISPOSITION OF REMOVED MATERIALS AND EQUIPMENT

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

1.12 PRE-WORK AND POST WORK SURVEYS

1.13 CONSTRUCTION PROGRESS PHOTOS

1.14 DISCONNECTED OIL LINES

1.15 FIRE CONTROL

1.16 INSTALLATION SUPERVISOR

1.17 PROJECT SUPERINTENDENT

1.18 KEY PERSONNEL SUBSTITUTION

1.19 POST AWARD MEETINGS

1.19.1 Pre-Work Meeting

1.19.2 Pre-Construction Meeting

1.19.2.1 Minutes

1.19.2.2 Demobilizing And Remobilizing

1.20 WEEKLY PRODUCTION MEETINGS

1.20.1 Daily Coordination Meetings

1.20.2 Minutes

1.21 ADDITIONAL MEETINGS

1.22 PARTNERING

1.22.1 General

1.22.2 Partnering Meetings

1.23 RED ZONE MEETING

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Weekly Meeting Agenda

(3) Week "Look Ahead" Schedule

SECTION 01 11 01.00 28

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-- End of Section Table of Contents --

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 Health Requirements Manual

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

Property Management Plan; G C

Equipment List; I C

Pre-Work Survey Photos And Report; I C

Project Superintendent; I C

SD-07 Certificates

Installation Supervisor; G C

Key Personnel Substitution; G C

SD-11 Closeout Submittals

Post-Work Survey Photos And Report; I C

Weekly Progress Photographs; 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, paragraph MAINTAIN WORKING AS-BUILT CONTRACT DRAWINGS AND FIO

DRAWINGS.

1.4 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.

1.5 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.

1.6 COMMUNICATIONS

Provide a radio communications system between the Navigation Lock upper deck and the work area in the lock chamber. Radio shall be capable of transmitting and receiving on all frequencies that the Contractor will be using during the contract period. Radio shall also operate on 156,700 mHz in order to call the Lock Operator to raise and lower the water level in the lock. The Government representative shall be provided use of the communication system at any time upon request.

1.7 GOVERNMENT-FURNISHED PROPERTY

Submit a Property Management Plan in accordance with FAR Clause 52.245-1 Government Property.

1.8 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.

1.9 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.

1.10 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.

1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES

Reference FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984).

1.12 PRE-WORK AND POST WORK SURVEYS

a. Conduct a pre-work survey prior to start of on-site work and a post-work survey during project closeout, with the Contracting Officer Representative, of the Government facilities at the work areas. The results of the surveys shall be documented by digital photographs and descriptive narrative reports. A color copy of the survey photographs and narrative reports shall be submitted to the Contracting Officer within five (5) days after survey has been completed.

b. Include photos taken from the downstream side of the Navigation Lock in both the pre-work and post-work surveys. Photos shall comprehensively document leakage past the Miter Gates before and after Contractor work.

1.13 CONSTRUCTION PROGRESS PHOTOS

During on site construction activities record construction progress with weekly progress photographs. Photographs provided are for unrestricted use by the Government.

a. Photos shall be submitted at the end of each work week.

b. Furnish digital photographs, Utilize JPEG file format for all photograph and image files.

c. Provide full-color photos with photo resolution of not less than 4 megapixels and not more than 12 megapixels.showing the sequence and progress of work.

d. Take a minimum of 20 digital photographs each week throughout the entire project.

e. Submit weekly two sets of digital photographs, each set on a separate compact disc (CD)or data versatile disc (DVD).

Ensure that the photographs are digitally dated. Log shall be furnished for each photograph that records the following information:

a. Photograph number (the specific format should be tied to the filename of the electronic photograph)

b. Date the photograph was taken;

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

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 Contractors responsibility to cap the line. Oil line cap shall be rated at 125% of the pressure in the line.

Contractor shall notify the KO that an oil line has been disconnected, and then document by KO witness that the disconnected oil line has been sealed to ensure no transfer of oil or water from or into the sealed line.

1.15 FIRE CONTROL

Each piece of internal combustion engine driven equipment used at the work site shall be equipped with a fire extinguisher in accordance with National Fire Protection Association (NFPA) recommendations as appropriate. The minimum approved rating of extinguishers shall not be less than 5-B:C.

1.16 INSTALLATION SUPERVISOR

a. The Installation Supervisor shall be a representative of the Contractor who is technically qualified to supervise work on this contract, including, but not limited to, the following:

1. Removal and reinstallation of the pintle for the Navigation Lock gate.

2. Removal and/or installation of all required items for this contract.

3. Removal and reinstallation of the Navigation Lock gate.

4. Alignment and testing of the Navigation Lock gate prior to Government acceptance.

b. The Installation Supervisor shall be present at the work site at all times the Contractor is working on this Contract. The Installation Supervisor, or approved substitute, shall be available at all times and shall be experienced in removal, reinstallation, and alignment of the Navigation Lock gate and all required items under this Contract.

Approved substitute shall have the same qualifications as the Installation Supervisor. The representative shall report immediately in writing to the Contracting Officer any work not in accordance with the manufacturer's recommendation or any special conditions which may result in an unsatisfactory job.

c. The representative shall have supervised the removal, reinstallation, and alignment procedure and testing of at least 3 similar Navigation Lock Gates of a similar size within the past 6 years. Installation supervisor's, and potential substitute's resumes shall be submitted to the Contracting Officer.

d. The Project Superintendent can be assigned as the Installation

Supervisor, if they meet the requirements of both positions.

1.17 PROJECT SUPERINTENDENT

At all times during performance of this contract and until the work is completed and accepted, assign and have on the worksite, 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.

1.18 KEY PERSONNEL SUBSTITUTION

If the Contractor plans on replacing any Key personnel (Project Superintendent, Installation Supervisor, CQC System Manager, or CQC staff Members) they must have the approval of the Contracting Officer.

Replacement Personnel shall possess qualifications that meet or exceed those of the Key Personnel individual being replaced. Submit qualifications of new personnel at least 15 calendar days in advance of date of replacement.

1.19 POST AWARD MEETINGS

1.19.1 Pre-Work Meeting

Within 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.

1.19.2 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. 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.

1.19.2.1 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.

1.19.2.2 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.

1.20 WEEKLY PRODUCTION MEETINGS

During all fabrication and 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" Schedule. See attached example.

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 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.

f. Submit each meeting agenda to the COR 24 hours prior to the meeting.

1.20.1 Daily Coordination Meetings

a. Other Contractors will be working in the area. See FAR 52.236-8 OTHER CONTRACTS (APR 1984). Daily Coordination Meeting shall be attended by all Contractors with work in the area in order to facilitate work on the contracts.

ba. During all on-site construction work during the Navigation Lock outage the Project Superintendent shall lead a daily coordination meeting to brief the Government on the status of the project, coordination required between Contractors and Government activities, and the near term work schedule. The Project Superintendent shall provide the Government a three (3) day "look-ahead" that describes all the planned construction activities, onsite and offsite, over the next three (3) days. These activities shall align to the three (3) week "look-ahead" schedule used in the "Weekly Production Meetings". If the 3 day "look-ahead" schedule differs from the 3 week "look-ahead" schedule, the construction schedule shall be updated to include these changes by the next scheduled update.

cb. Key members of the Contractor's staff shall attend this meeting, including the Quality Control System Manager, who is responsible for discussing QC aspects of the work as outlined under SECTION 01 45 04.00 28 CONTRACTOR QUALITY CONTROL and SSHO. The Government reserves the right to require any person from the Contractor's staff, such as the Project Manager, Engineer, scheduler, etc., or key subcontractor personnel to attend this meeting, if Government feels their participation is required.

SECTION 01 11 01.00 28

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1.20.2 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.

1.21 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.

1.22 PARTNERING

1.22.1 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.

1.22.2 Partnering Meetings

Within 30 calendar days of receipt of Notice to Proceed, 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.

1.23 RED ZONE MEETING

a. Within one (1) monthweek 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 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.

b. 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 Operational Testing and final acceptance.

See SECTION 05 60 05.00 28 PINTLE BEARING AND GREASE LINE REPAIRSPINTLE BEARING, GREASE LINE, AND CULVERT REPAIRS, paragraph OPERATIONAL TESTING. 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

SECTION 01 11 01.00 28

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.

c. 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)

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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 Returning Navigation Lock to Service

1.4 LOWER GRANITE SITE AND SAFETY INFORMATION

1.5 PROJECT SECURITY NOTIFICATION PAGERS

1.6 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY

1.7 PROJECT SECURITY

1.7.1 Contractor Vehicle Access

1.7.2 Vehicle Access

1.7.3 Identification of Employees

1.7.4 Delivery of Equipment

1.8 FACILITY OCCUPANCY CLOSURE

1.9 WORK SCHEDULES

1.9.1 Contractor's Work Schedule

1.9.2 Government's Work Schedule

1.9.2.1 Government Overtime and Emergency Work Hours

1.10 USE OF WALLA WALLA DISTRICT PARKS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

ATTACHMENTS:

Security Badge Form

-- End of Section Table of Contents --

SECTION 01 14 00.10 28

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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

Employee Training And Identification Summary; I C

1.3 SITE CONDITIONS AND OPERATIONAL RESTRICTIONS

a. Work on this Contract shall take place during the scheduled Navigation Lock outage. Outage is anticipated to begin at 0600 hours on 2 March 2019, and end at 2359 hours 24 March 2019. The Navigation Lock will remain unavailable to water born traffic until the end of the lock outage. See Section 01 55 10.00 28 CONTRACTOR WORK, ACCESS AND STORAGE AREAS, paragraph CONTRACTOR ACCESS TO NAVIGATION LOCK for additional Navigation Lock information.

b. All work must be completed within the following work windows and/or restrictions. Additional time is not available.

1. The Navigation Lock is,and drainage culverts, are anticipated to be available for Contractor access beginning at noon on 4 March 2019. The following will be in place Whenwhen work areas are available for Contractor access the Navigation Lock will be unwatered; and the floating bulkhead, walkways, and related ladders will be installed.:

i. Navigation Lock will be unwatered. The floating bulkhead, walkways, and related ladders will be installed for Navigation Lock access.

ii. Drainage Culverts will be unwatered and bulkheads

SECTION 01 14 00.10 28

installed. The Government will install the drainage culvert bulkheads to dewater the work area, and operate the dewatering pumps.

2. Allow 32 (two) calendar days for the Government to rewater the Navigation Lock and drainage culverts, as required for Operation and Test activities. The Contractor shall vacate the Navigation Lock and drainage culverts of all personnel, equipment, any Contractor generated waste and/or property prior to the Government beginning rewatering activities. Contractor shall have no access to the Navigation Lock, culverts, or related items or areas during this time.

3. Navigation Lock inspections, including inspections in the tainter valve shafts and drainage culverts, may be occurring during this work window. Project personnel require personnel and equipment access to these areas. The contractor shall not impede these inspection.

34. Contractor shall complete all work on the Navigation Lock and equipment, (including all Operation and Test activities), as well as all work in the drainage culverts, as specified in 52.211-10

COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984),

paragraph (c)(1).

c. See paragraph "Government's Work Schedule" for typical Government work schedules, and scheduling of Government support outside of typical work hours. See SECTION 05 60 05.00 28 PINTLE BEARING AND GREASE LINE REPAIRSPINTLE BEARING, GREASE LINE, AND CULVERT REPAIRS, paragraph OPERATIONAL TESTING for information related to required Operation and Test activities of the Miter Gates and related equipment.

1.3.1 Returning Navigation Lock to Service

The Navigation Lock shall be returned to service at dates and times specified. There will be no exceptions. Prior to the Navigation Lock returning to service, all new equipment shall be installed, tested, and fully operational.

1.4 LOWER GRANITE SITE AND SAFETY INFORMATION

All Contractor personnel (including all subcontractors) working on-site are required to view the Lower Granite Site and Safety Information DVD prior to beginning on-site work. DVD runs approximately 30 minutes and will be provided to the Contractor by the COR.

1.5 PROJECT SECURITY NOTIFICATION PAGERS

The Government (Project personnel) will issue the Contractor's SSHO and/or Project Superintendent with pagers to be carried at all times while on-site to receive Project Security Notifications. All pagers shall immediately be delivered to the Quality Assurance Representative upon the release of the employee or project completion.

1.6 EMPLOYEE TRAINING AND IDENTIFICATION SUMMARY

a. Provide a spreadsheet containing the following information for all Contractor and Subcontractor personnel working on the Project site:

SECTION 01 14 00.10 28

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 Section 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.

1.7 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.

1.7.1 Contractor Vehicle Access

Only Contractor's work vehicles and equipment that are essential to the conduct of the work will be allowed in any work areas. No privately owned vehicles (POV's) will be allowed. All Contractor vehicles shall display suitable permanent or temporary identification. All Contractor vehicles that pass through locked gates will be subject to being searched.

1.7.2 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.

1.7.3 Identification of Employees

Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. For each employee, complete the Security Badge Form (attached to the end of this SECTION), and send to the Contracting Officer's Representative and Quality Assurance Representative. Include each employee's full name with middle initial.

The information must be received at least 30 calendar days before the employee arrives at the site to give Project personnel time to make up the badges. Contractor shall be responsible for furnishing initial identification for each employee, and upon issuance of official badges, for requiring each employee engaged on the work to display identification at all times. All prescribed identification shall immediately be delivered to the Quality Assurance Representative for cancellation upon the release of

SECTION 01 14 00.10 28

the employee or project completion. If required by the Contracting Officer, employees will be photographed by the Government. Employees who fail to submit to photographing will not be allowed on the project site.

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.

1.7.4 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 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.

1.9 WORK SCHEDULES

1.9.1 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.

1.9.2 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, except as noted in the specifications.

b. Government support or assistance during the hours of 0600 to 1800, on a typical Government work day, requires 2 hour advanced notice from the Contractor. Government support or assistance required during the hours of 1800 to 0600, or outside of the typical Government work schedule, requires 72 hour advanced notice from the Contractor.

Request made less than 72 hours in advance, will be reviewed, but there is no guarantee that Government support or assistance can be provided.

SECTION 01 14 00.10 28

1.9.2.1 Government Overtime and Emergency Work Hours

Emergencies and other circumstances may necessitate that Government employees perform Overtime or Emergency work that could preclude them from providing coordinated Contractor support. The Government will make every effort to coordinate possible Contractor impacts a minimum of 48 hours in advance, when possible. Emergency operations could result in less than 48 hours notification.

1.10 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 Lower Granite 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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 28

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 RETAINAGE OF PAYMENT

1.2 CLIN 0001 GATE REMOVAL, SHORING, AND RETURN TO OPERATION

1.3 CLIN 0002 REMOVAL, REPAIR, AND REINSTALLATION OF PINTLE

1.4 CLIN 0003 REPLACEMENT OF SUPPLY AND RETURN GREASE LINES, AND