W912EF-16-R-0026_TechSpec.pdf
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- McNary Bridge Crane Skew Control Federal contract opportunity
- Solicitation number
- W912EF-16-R-0026
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| A.0.24_Amend-0002_TechSpec.pdf | ||
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| Appendix_D.docx | DOCX document | |
| Appendix_C.docx | DOCX document | |
| A.07.20_Site_Visit_Attendees.pdf | ||
| A.03.20_Magnetek_VFDs_(Brand_Name)_MNA_-_Bridge_Crane_Skew_Control.pdf | ||
| W912EF-16-R-0026_FIO_Plans.pdf | ||
| W912EF-16-R-0026 _MNA_-_Bridge_Crane_Skew_Correction_Solicitation.pdf | ||
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Text version
McNary 350 Ton Bridge Crane Skew Correction W912EF-16-R-0026
PROJECT TABLE OF CONTENTS
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 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 02.00 28 QUALITY CONTROL SYSTEM (QCS)
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
01 78 23.00 28 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 83 33.12 28 RCRA METAL BASED PAINT REMOVAL AND DISPOSAL (RCRA)
DIVISION 05 - METALS
05 50 03.00 26 METALWORK FABRICATION, MACHINE WORK, AND MISCELLANEOUS
PROVISIONS
05 50 04.00 26 METALS: MISCELLANEOUS, STANDARD ARTICLES, SHOP FABRICATED
ITEMS
DIVISION 09 - FINISHES
09 90 00.01 28 PAINTS AND COATINGS
DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT
41 01 20.71 26 BRIDGE CRANE DATA, TESTING AND TRAINING
41 01 20.72 26 BRIDGE CRANE MECHANICAL AND STRUCTURAL MODIFICATION
41 01 20.73 26 BRIDGE CRANE DRIVE CONTROL UPGRADE
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 1
This page intentionally left blank
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 00 00.00 28
GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS
CONTRACTS
PART 2 PRODUCTS
PART 3 EXECUTION
-- End of Section Table of Contents --
SECTION 01 00 00.00 28
GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS
In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS
222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:
Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx
Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/
Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/
Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html
U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/
Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
-- End of Section --
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 GOVERNMENT FURNISHED PROPERTY
1.7 GOVERNMENT ISSUED ITEMS
1.8 EQUIPMENT LIST
1.9 TESTING OF EQUIPMENT
1.10 DISPOSITION OF REMOVED EQUIPMENT
1.11 PROTECTION AND RESTORATION OF EXISTING FACILITIES
1.12 PRE-WORK AND POST WORK SURVEYS
1.13 CARE OF DRAINS
1.14 PROTECTION OF POWERHOUSE FLOORS
1.15 AIR PURITY CONTROL IN THE POWERHOUSE
1.16 FIRE CONTROL
1.17 INSTALLATION SUPERVISOR
1.18 PROJECT SUPERINTENDENT
1.19 KEY PERSONNEL SUBSTITUTION
1.20 POST AWARD MEETINGS
1.20.1 Pre-Work Meeting
1.20.2 Pre-Construction Meeting
1.20.2.1 Minutes
1.20.2.2 Demobilizing And Remobilizing
1.21 WEEKLY PRODUCTION MEETINGS
1.21.1 Minutes
1.22 ADDITIONAL MEETINGS
1.23 RED ZONE MEETING
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
ATTACHMENTS:
Weekly Meeting Agenda Template
-- 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 (2014) 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
Equipment List; I C
Pre-Work Survey Photos And Report; I C
Air Purity Control Program; 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
Government Issued Items; 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.
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. Furnish waste containers. All waste containers provided by the Contractor shall be emptied daily.
1.6 GOVERNMENT FURNISHED PROPERTY
Submit a Property Management Plan in accordance with FAR Clause 52.245-1 Government Property.
1.7 GOVERNMENT ISSUED ITEMS
Return to the Government all items issued to the Contractor from the Government, including but not limited to the following: keys, ID and security badges, radios, pagers, and excess/unused Government Furnished Property/Equipment. Submit documentation signed by the Contractor and Contracting Officer indicating items have been returned or fully accounted for. Format of submittal will be discussed and agreed upon at the Pre-Work Meeting.
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 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
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.
1.13 CARE OF DRAINS
Existing Powerhouse floor drains shall not be used for disposal of any solid material or any liquids other than clear water. Demonstrate that the pipes and drains are unobstructed when so directed.
1.14 PROTECTION OF POWERHOUSE FLOORS
a. Care shall be taken to prevent damage to floors (tile and non-tile) and curbs within the Powerhouse. Protection shall include a continuous layer of oil-impervious craft paper over the existing floor surface with joints of the craft paper joined with an appropriate tape. In addition, 3/4-inch-thick plywood shall be installed over the craft paper at all work and storage areas. Plywood joints shall be fastened to ensure edges of plywood sheets are, and remain, flush with each other and do not pose a tripping hazard during execution of this work. Minimum 4-inch x 4-inch wood timbers shall be installed along existing curb features within the contractor work areas and along perimeters of the work areas. Wood timbers used for curb protection shall be secured in place without anchoring into the existing floors or curbs.
b. Pipe trenches shall remain accessible even if covered. All designations relating to fire protection equipment that get covered shall be remarked after covering. Provide additional blocking and timbers when required. Also suitably protect other surfaces of work.
Damage to floors or curbs caused by Contractor's operation shall be repaired at no additional cost to Government. Repairs shall match surrounding area in color, texture, and surface finish and are subject to approval. Work in the powerhouse shall not start until floor and curb protection is completed, as specified.
1.15 AIR PURITY CONTROL IN THE POWERHOUSE
Take all necessary precautions to maximize the control, and prevention, of all dust and fumes created by operations under this contract from escaping into the powerhouse. To the maximum extent possible, all dust and dirt shall be removed by vacuum cleaning. At least 10 working days prior to commencement of work in the powerhouse, submit for approval, in writing, a proposed Air Purity Control Program. Air Purity Control Program shall include, but not necessarily be limited to, the following:
(1) Adequate isolation and ventilation of air arcing, welding, burning, and grinding operations.
(2) Provision of exhaust ducts that shall discharge outside the powerhouse structure where mechanical ventilation is used.
(3) Controlled operation of power driven tools.
(4) Furnishing and removing of oiled sawdust or other dust preventatives in areas that cannot be properly rendered free from excessive dusting by vacuum cleaning or other methods.
(5) Vacuum cleaning of spaces within the work areas where dust accumulates.
(6) Air-, electrical-, or battery-driven equipment may be used inside the powerhouse.
(7) Internal-combustion engine powered equipment will not be permitted to operate inside the powerhouse unless exhausted to the exterior except for short periods of time (not to exceed 15 minutes in a 2 hour window) to unload materials and equipment.
Depending upon the Contractor's plant, equipment, and methods of operation, additional provisions for satisfactory air purity control will be required and shall be included in the proposed Air Purity Control Program.
1.16 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 recommendation National Fire Protection Association (NFPA) as appropriate. The minimum approved rating of extinguishers shall not be less than 5-B:C.
1.17 INSTALLATION SUPERVISOR
A representative of the Contractor who is technically qualified to supervise the modifications of the two (2) 350-ton powerhouse bridge cranes shall be present at the work site at all times when on-site work is performed. The Installation Supervisor, or approved substitute, shall be available at all times and shall be experienced with bridge cranes of this size. 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. The representative shall have supervised the installation, repair and/or modification of 350 ton bridge cranes or larger within the past 5 years. Installation supervisor's, and potential substitute's resumes shall be submitted to the Contracting Officer.
1.18 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. The Project Superintendent may also be the Installation Supervisor as long as the Project Superintendent also meets the qualifications for the Installation Supervisor.
1.19 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.
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.
1.20 POST AWARD MEETINGS
1.20.1 Pre-Work Meeting
Within 15 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.
1.20.2 Pre-Construction Meeting
The Project Superintendent shall coordinate with the Contracting Officer and establish the date of the Pre-Construction Meeting. The meeting will be held at the Project site at least one (1) week prior to mobilizing to the job site. The Project Superintendent shall lead the Pre-Construction Meeting discussing the Contractor's plan on executing the work at the project site, schedule, required clearances and timeframe for them, and plan for implementing safety and quality control. The Government will have key members from the Project staff to discuss environmental and clearance issues. Key members of the contractor staff shall attend this meeting including the Quality Control (QC) System Manager, Site Safety and Health Officer (SSHO) and any other members determined by the Government to be required.
1.20.2.1 Minutes
The Project Superintendent shall be 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.
1.20.2.2 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.
1.21 WEEKLY PRODUCTION MEETINGS
During all onsite construction work the Project Superintendent shall lead a weekly production meeting using the attached "Weekly Meeting Agenda Template" to brief the Government on the status of the project. All elements listed in the agenda shall be thoroughly discussed. For example, the Project Superintendent shall provide the Government a three (3) week "look-ahead" that describes all the planned construction activities, onsite and offsite, over the next three (3) weeks. 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.
1.21.1 Minutes
The Project Superintendent 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.
1.22 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.
1.23 RED ZONE MEETING
Within one (1) month of completing the project or when the project is 80 percent completed, the Contractor’s Superintendent shall set up and lead a Red Zone meeting. The Contractor’s Superintendent 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.
The purpose of this meeting is to develop an overall schedule for all activities required by both the Government and Contractor and to complete the project through commissioning, reference SECTION 41 01 20.71 26 BRIDGE CRANE DATA, TESTING AND TRAINING. The Government will come prepared with all their activities, key dates, and durations for all work required by the Government to complete the project. Provide the same information for all of their activities. The Contractor’s scheduler shall input all of this information into the Contractor’s project schedule during the meeting.
This schedule shall be updated weekly, or as needed, based on the information from the weekly production meetings for both the Government and Contractor activities.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used)
-- 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
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 14 00.10 28
PROJECT SITE RESTRICTIONS
PART 1 GENERAL
1.1 REFERENCES
1.2 PROJECT SECURITY
1.2.1 Vehicle Access
1.2.2 Identification of Employees
1.2.3 Delivery of Equipment
1.3 FACILITY OCCUPANCY CLOSURE
1.4 WORK SCHEDULES
1.4.1 Contractor's Work Schedule
1.4.2 Government's Work Schedule
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
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 (2014) Safety and Health Requirements Manual
Responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.
1.2 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.
1.2.1 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.
1.2.2 Identification of Employees
Responsible for furnishing an identification badge/card to each employee prior to the employee's work on the Project site, and for requiring each employee engaged on the work to display identification at all times.
Badges shall include photo identification, company name, and the individual's name and company identification number as a minimum. Badges shall be laminated plastic type. All prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon the release of the employee or project completion. If required by the Contracting Officer, employees will be photographed by the Government.
Employees who fail to submit to photographing will not be allowed on the Project site.
Government Project personnel will provide the Contractor's personnel with identification badges as they arrive on site. Complete the Security Badge Form(attached to the end of this SECTION), submit the completed form to the Contracting Officer at least five (5) business days prior to the employee arrival to work on the Project site and upon issuance of official badges, shall be responsible 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 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.
1.2.3 Delivery of Equipment
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.
1.3 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.
1.4 WORK SCHEDULES
1.4.1 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.
1.4.2 Government's Work Schedule
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 preceeding 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.
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.
PART 2 PRODUCTS (Not Used)
PART 3 EXECUTION (Not Used) -- End of Section --
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 14 00.90 28
INTEGRATING ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)
PART 1 GENERAL
1.1 SUBMITTALS
1.1.1 Biographical Information Submittal
1.2 Anti Terrorism LEVEL 1 TRAINING
1.3 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES
1.4 iWATCH AND/OR CORPS WATCH TRAINING
1.5 OPSEC TRAINING
1.6 ESCORTS
1.7 PRE-SCREENING OF CONTRACTOR EMPLOYEES
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
-- End of Section Table of Contents --
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 on-site work is performed by Contractor employees. The restricted areas, sensitive information, or equipment consists of everything inside the security fence at the project.
1.1 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
Anti Terrorism (AT) Level 1; I, SLE iWATCH And/Or CORPS WATCH Training; I, SLE
Level 1 OPSEC training; I, SLE
Pre-Screening Of Contractor Employees; I, SLE
1.1.1 Biographical Information Submittal
The following submittal shall only be submitted to the address below.
Submit one hard copy.
SD-01 Preconstruction Submittals
Biographical Information; See paragraph "ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES" for details
District Commander
ATTN: CENWW-EC-C
Walla Walla District Corps of Engineers 201 North Third Avenue Walla Walla, WA 99362-1876
1.2 Anti Terrorism LEVEL 1 TRAINING
All contractor employees requiring access to Army installations, facilities and controlled access areas shall complete Anti Terrorism (AT) Level 1 awareness training within 30 days after receipt of Notice to Proceed and annually thereafter until project completion. Submit certificates of completion for each employee to the contracting officer within 5 calendar days after initial completion of training or annual refresher. The contractor shall retain employee training certificates for the duration of the contract and maintain a current roster of the names of employees who have completed the training with the most recent date that the training was completed. The contractor shall update the roster and resubmit to the contracting officer no later than 5 calendar days after completion of refresher training or a new employee completes certification. AT Level I awareness training can be completed in approximately two (2) hours and is available at the following website:
http://jko.jten.mil/courses/atl1/launch.html
1.3 ACCESS AND GENERAL PROTECTION/SECURITY POLICY AND PROCEDURES
All contractors employees shall comply with applicable facility security policies and procedures. Access to government facilities is contingent on the completion of a background check (including the National Crime Information Center (NCIC) database, the Terrorist Screening Database, and other comparable sources). Thirty days prior to access, the contractor shall submit biographical information including, but not limited to, the person's name, date of birth, address, and government issued photo ID for each employee who will be accessing government facilities for this contract. If the agency makes an unfavorable fitness determination, a written decision denying access will be provided with the reason(s) for the unfavorable determination and instructions to challenge the accuracy of the information. Results for the background checks are typically available in 7-14 days. The contractor workforce must also comply with all employee identification requirements as specified in SECTION 01 14 00.10 28
"PROJECT SITE RESTRICTIONS
1.4 iWATCH AND/OR CORPS WATCH TRAINING
The contractor shall brief all employees on the local iWATCH, website is:
http://www.myarmyonesource.com/familyprogramsandservices/iwatchprogram/default.asp CorpsWatch, website is:
http://corpslakes.usace.army.mil/visitors/corpswatch.cfm or "See Something, Say Something" program, website is:
https://www.dhs.gov/see-something-say-something# This training is about 15 minutes in duration and shall be completed prior to work commencing on site or within 30 calendar days of new employees commencing performance and annually thereafter until project completion for all employees. The contractor shall maintain a current roster of the names of employees who have completed the training, the title of the training completed, and the most recent date that the training was completed, method of training delivery, and instructor's name if applicable. The contractor shall submit the roster to the Contracting Officer no later than 5 calendar days after each employee has received the training. The Contractor shall update the roster and resubmit to the Contracting Officer no later than 5 calendar days after any changes.
1.5 OPSEC TRAINING
All contractor employees shall complete Level 1 OPSEC training within within 30 days after receipt of Notice to Proceed and prior to arriving on site. Additionally, each employee shall complete the training annually thereafter until completion of the project. Level 1 OPSEC training is available at the following website:
http://www.cdse.edu/catalog/operations-security.html this course is approximately 45 minutes in length. to start the course, select register at the end of •OPSEC Awareness for Military Members, DoD Employees and Contractors. Select the link in Option 1: Open eLearning Courses Webserver. Then choose "Launch Course" button. Once the training page opens, click on "OPSEC Awareness: Protecting Critical and Sensitive Information" located in the left column. Submit certificates of completion of training for each contractor employee to the contracting officer within 5 calendar days after completion of the training. The contractor shall retain employee training certificates for the duration of the contract and maintain a current roster of the names of employees who have completed the training,including the most recent date that the training was completed, method of delivery of the training, and the name of the instructor if applicable. The Contractor shall update roster and submit to the contracting officer no later than 5 calendar days after any changes.
1.6 ESCORTS
All contractor employees who are not in possession of the appropriate clearance, will be escorted in areas where they may be exposed to sensitive materials and/or sensitive or restricted areas. Restricted areas are defined above in the General paragraph. Contractors are required to provide qualified escorts to all contractor employees as needed to meet this requirement.
1.7 PRE-SCREENING OF CONTRACTOR EMPLOYEES
All Contractors must pre-screen all contractor employees using the E-verify Program ( http://www.dhs.gov/E-Verify ) website to ensure that workers meet the established employment eligibility requirements. The Contractor must ensure that the individuals undergoing screening have two valid forms of Government issued identification prior to pre-screening to ensure that the correct information is entered into the E-verify system.
An initial list of verified/eligible employees must be provided to the contracting officer no later than 10 business days after receipt of Notice of Award. When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, and submit it to the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
-- End of Section --
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 22 00.00 28
MEASUREMENT AND PAYMENT
PART 1 GENERAL
1.1 RETAINAGE OF PAYMENT
1.2 BASE ITEMS
1.2.1 ITEM 0001 North Crane
1.2.2 ITEM 0002 North Crane Crack Repair
1.2.3 ITEM 0003 South Crane
1.2.4 ITEM 0004 South Crane Crack Repair
1.3 OPTIONAL ITEM
1.3.1 ITEM 0005 Equalizer Pin Line Boring (Optional)
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION (Not Applicable)
-- End of Section Table of Contents --
SECTION 01 22 00.00 28
MEASUREMENT AND PAYMENT
PART 1 GENERAL
In each instance, the contract price for an item shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and for performing all operations required to complete the work included in the item as herein specified, or as otherwise approved.
1.1 RETAINAGE OF PAYMENT
Retainage in the amount of 10 percent of original contract award amount will be withheld until the final submittals, listed below, have been approved by the Government. The 10 percent retainage for final submittals will not be held until such time as the Contractor has earned 90 percent of the original contract value. See SECTION 01 78 00.00 28 "CLOSEOUT SUBMITTALS" for additional information.
a. Final Operation and Maintenance Manuals and Parts Catalogs.
b. Final Approved Versions of Contractor Prepared Drawings.
c. As-built contract drawings and FIO drawings.
d. Return of Government Issued Items.
1.2 BASE ITEMS
1.2.1 ITEM 0001 North Crane
North Crane will be measured for payment as a complete pay item (JOB).
Payment will be made at the lump sum price for Item No. 0001, "North Crane," which price and payment shall be full compensation for all work required, including but not limited to design, fabrication, factory testing, installation and commissioning of the bridge drive anti-skew system, complete as specified and approved.
1.2.2 ITEM 0002 North Crane Crack Repair
North Crane Crack Repair will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0002, "North Crane Crack Repair," which price and payment shall be full compensation for all work required, including installation of the bridge girder to end tie strengthening and crack weld weld repair, complete as specified and approved.
1.2.3 ITEM 0003 South Crane
South Crane will be measured for payment as a complete pay item (JOB).
Payment will be made at the lump sum price for Item No. 0003, "South Crane," which price and payment shall be full compensation for all work required, including but not limited to design, fabrication, factory testing, installation and commissioning of the bridge drive anti-skew system, complete as specified and approved.
1.2.4 ITEM 0004 South Crane Crack Repair
South Crane Crack Repair will be measured for payment as a complete pay item (JOB). Payment will be made at the lump sum price for Item No. 0004, "South Crane Crack Repair," which price and payment shall be full compensation for all work required, including installation of the bridge girder to end tie strengthening and crack weld weld repair, complete as specified and approved.
1.3 OPTIONAL ITEM
1.3.1 ITEM 0005 Equalizer Pin Line Boring (Optional)
Equalizer pin line boring (Optional) will be measured for payment as the number of times (EA) the pin line boring is performed. Payment will be made at the unit price for Item No. 0005, "Equalizer Pin Line Boring (Optional)," which price and payment shall be full compensation for all work required for equalizer pin line boring, not to exceed (NTE) 9 times, complete, as specified and approved.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION (Not Applicable)
-- End of Section --
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 32 01.00 28
PROJECT SCHEDULE
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 QUALIFICATIONS
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
3.1.1 Approved Project Schedule
3.1.2 Schedule Status Reports
3.2 BASIS FOR PAYMENT AND COST LOADING
3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS
3.3.1 Critical Path Method
3.3.2 Level of Detail Required
3.3.2.1 Activity Durations
3.3.2.2 Procurement Activities
3.3.2.3 Mandatory Tasks
3.3.2.4 Government Activities
3.3.2.5 Activity Responsibility Coding (RESP)
3.3.2.6 Activity Work Area Coding
3.3.2.7 Contract Changes/Requests for Equitable Adjustment (REA)
Coding (MODF)
3.3.2.8 Contract Line Item (CLIN) Coding (BIDI)
3.3.2.9 Phase of Work Coding (PHAS)
3.3.2.10 Category of Work Coding (CATW)
3.3.2.11 Definable Features of Work Coding (FOW)
3.3.3 Scheduled Project Completion and Activity Calendars
3.3.3.1 Project Start Date
3.3.3.2 Schedule Constraints and Open Ended Logic
3.3.3.3 Early Project Completion
3.3.4 Interim Completion Dates
3.3.4.1 Start Phase
3.3.4.2 End Phase
3.3.4.3 Phase "X" Hammock
3.3.5 Default Progress Data Disallowed
3.3.6 Out-of-Sequence Progress
3.3.7 Negative Lags and Start to Finish Relationships
3.3.8 Calculation Mode
3.3.9 Milestones
3.3.10 Activity Codes and Calendars
3.3.11 Program Settings
3.3.12 Lags
SECTION 01 32 01.00 28
3.3.13 Cost Loading
3.4 PROJECT SCHEDULE SUBMISSIONS
3.4.1 Preliminary Project Schedule Submission
3.4.2 Initial Project Schedule Submission
3.4.3 Design Package Schedule Submission
3.4.4 Periodic Schedule Updates
3.4.5 Standard Activity Coding Dictionary
3.5 SUBMISSION REQUIREMENTS
3.5.1 Data CD's
3.5.2 Narrative Report
3.5.3 Approved Changes Verification
3.5.4 Schedule Reports
3.5.4.1 Activity Report
3.5.4.2 Logic Report
3.5.4.3 Total Float Report
3.5.4.4 Earnings Report by CLIN
3.5.5 Network Diagram
3.5.5.1 Continuous Flow
3.5.5.2 Project Milestone Dates
3.5.5.3 Critical Path
3.5.5.4 Banding
3.5.5.5 S-Curves
3.6 PERIODIC SCHEDULE UPDATE MEETINGS
3.6.1 Update Submission Following Progress Meeting
3.6.2 Status of Activities
3.6.2.1 Start and Finish Dates
3.6.2.2 Remaining Duration
3.6.2.3 Percent Complete
3.6.2.4 Logic Changes
3.6.2.5 Other Changes
3.7 REQUESTS FOR TIME EXTENSIONS
3.7.1 Justification of Delay
3.7.2 Submission Requirements
3.7.3 Additional Submission Requirements
3.8 DIRECTED CHANGES
3.9 WEEKLY PRODUCTION MEETINGS
3.10 OWNERSHIP OF FLOAT
3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS
-- End of Section Table of Contents --
PROJECT SCHEDULE
PART 1 GENERAL
1.1 REFERENCES
The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
ER 1-1-11 (1995) Progress, Schedules, and Network Analysis Systems
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
Qualifications; G C
Initial Project Schedule; G C
Periodic Schedule Updates; G C
1.3 QUALIFICATIONS
Designate and submit for approval an authorized representative to be responsible for the preparation of the schedule and all required updating (activity status) and preparation of reports. The authorized representative shall have previously developed, created, and maintained at least (2) two electronic schedules for projects similar in nature and complexity to this project and shall be experienced in the use of the scheduling software that meets the requirements of this SPECIFICATION.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
3.1 GENERAL REQUIREMENTS
Prepare for approval a Project Schedule, as specified herein. Show in the schedule the sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The scheduling of the entire project, including the design and construction sequences, is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.
Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The schedule must be a forward planning as well as a project monitoring tool.
3.1.1 Approved Project Schedule
Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments.
3.1.2 Schedule Status Reports
Provide a Schedule Status Report on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.
3.2 BASIS FOR PAYMENT AND COST LOADING
Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment.
Lack of an approved schedule update or qualified scheduling personnel will result in an inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. In the event schedule revisions are directed by the Contracting Officer and those revisions have not been included in subsequent revisions or updates, the Contracting Officer may hold retainage up to the maximum allowed by contract, each payment period, until such revisions to the Project Schedule have been made. Activity cost loading shall be reasonable, as determined by the Contracting Officer. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on The Schedule.
3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS
The computer software system utilized to produce and update the Project Schedule shall be capable of meeting all requirements of this SPECIFICATION. Failure of the Contractor to meet the requirements of this SPECIFICATION will result in the disapproval of the schedule. Scheduling software that meets the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11 are Primavera Project Planner (P6) by Primavera and Open Plan by Deltek.
3.3.1 Critical Path Method
Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using the Precedence Diagram Method (PDM).
3.3.2 Level of Detail Required
Develop the Project Schedule to an appropriate level of detail. Failure to develop the Project Schedule to an appropriate level of detail, as determined by the Contracting Officer, will result in its disapproval.
The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:
3.3.2.1 Activity Durations
Reasonable activity durations are those that allow the progress of ongoing procurement and non-procurement activities to be accurately determined between schedule update periods. Activity durations shall be broken down to a sufficient level of detail to analyze the critical path, prosecute the work and coordinate related, predecessor and/or successor activities.
Procurement activities are defined herein.
3.3.2.2 Procurement Activities
The schedule must include activities associated with the submittal, approval, procurement, fabrication and delivery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.
3.3.2.3 Mandatory Tasks
The following tasks must be included and properly scheduled:
a. Submittals
1. Submission and approval of O&M manuals
2. Submission and approval of Shop drawings
3. Submission and approval of As-built drawings.
4. Contractor Preparation and Submission of all Submittals
5. Government Review Period and Acceptance of all Submittals.
b. Inspections
1. Contractor's pre-final inspection
2. Correction of punch list from Contractor's pre-final inspection
3. Government's pre-final inspection
4. Correction of punch list from Government's pre-final inspection
5. Contractor's final inspection
6. Correction of punch list from Contractor's final inspection
7. Government's final inspection
8. Correction of punch list from Government's final inspection
c. Material Procurements
d. All Definable Features of Work
e. Testing and Commissioning Activities
f. Training of Government Personnel
g. Completion dates, constraints and limited work windows as described in Clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK
(APR 1984)
h. Work sequence specified in SECTION 41 01 20.72 26 BRIDGE CRANE MECHANICAL AND STRUCTURAL MODIFICATION paragraph "General Sequence of Work"
i. Mobilization and Demobilization
3.3.2.4 Government Activities
Show Government and other agency activities that could impact progress.
These activities include, but are not limited to: approvals, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.
3.3.2.5 Activity Responsibility Coding (RESP)
Assign responsibility Code for all activities to the Prime Contractor, subcontractor or Government agency responsible for performing the activity. Activities coded with a Government Responsibility code include, but are not limited to: Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.
Code all activities not coded with a Government Responsibility Code to the Prime Contractor or subcontractor responsible to perform the work.
Activities shall not have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record);
ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE). Unacceptable code values are abbreviations of the names of subcontractors.
3.3.2.6 Activity Work Area Coding
Assign Work Area code to activities based upon the work area in which the activity occurs. Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew, from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings.
Activities shall not have more than one Work Area Code. Not all activities are required to be Work Area coded. A lack of Work Area coding will indicate the activity is not resource or space constrained.
3.3.2.7 Contract Changes/Requests for Equitable Adjustment (REA) Coding
(MODF)
Assign Activity code to any activity or sequence of activities added to the…
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