UAW Certified Final Specs.pdf
PDF 1 MB Posted
- Solicitation number
- W911XK20R0003
About this file
This federal contract opportunity notice seeks proposals for construction services at the Soo Lock Complex in Sault Ste. Marie, Michigan. The scope of work includes upstream approach wall construction and involves steel sheet pile cells, transition walls, and soldier pile walls. The contract will be a firm fixed price award with an intended start date within 30 days of contract award. The NAICS code is 237990 for other heavy and civil engineering construction, and the size standard is $39.5 million. There is no set-aside designated. Interested parties should monitor the beta.SAM.gov website for solicitation documents, any amendments, responses to questions, and submit electronic proposals through that site. The primary point of contact is the listed contracting specialist via email or facsimile.
View the file
Other files
Show all 28
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FY20 New Soo Lock US Approach Walls FY20SOOAPPWALLS
CERTIFIED FINAL - READY TO ADVERTISE
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 01 20 GENERAL CONTRACT ADMINISTRATION
DIVISION 01 - GENERAL REQUIREMENTS
01 10 20 DIVING
01 22 00.00 10 PRICE AND PAYMENT PROCEDURES
01 30 00 DATA MANAGEMENT
01 32 01.00 10 PROJECT SCHEDULE
01 33 00 SUBMITTAL PROCEDURES
01 35 13 SPECIAL PROJECT PROCEDURES
01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS
01 45 00.00 10 QUALITY CONTROL
01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS
01 58 00 PROJECT IDENTIFICATION
01 78 00 CLOSEOUT SUBMITTALS
01 99 90 LISTING OF ENCLOSED DOCUMENTS, EXHIBITS AND OTHER
ATTACHMENTS
DIVISION 02 - EXISTING CONDITIONS
02 41 16 DEMOLITION
02 42 09 WASTE REMOVAL AND HANDLING
DIVISION 03 - CONCRETE
03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK
03 15 14.00 10 EXPANSION, CONSTRUCTION AND CONTROL JOINTS IN CONCRETE
FOR CIVIL WORKS
03 20 01.00 10 CONCRETE REINFORCEMENT
03 30 03 CONCRETE: PRODUCTION
03 30 70 TREMIE CONCRETE AND FLOWABLE FILL
03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE AND CONCRETE REMOVAL
03 45 33 PRECAST STRUCTURAL CONCRETE
03 70 00 MASS CONCRETE
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 50 04 METALS: MISCELLANEOUS, STANDARD ARTICLES, SHOP
FABRICATED ITEMS
05 50 15 MOORING BOLLARDS
DIVISION 10 - SPECIALTIES
10 00 01 MISCELLANEOUS SPECIALTY ITEMS
DIVISION 13 - SPECIAL CONSTRUCTION
13 51 00 INSTRUMENTATION PROGRAM
DIVISION 26 - ELECTRICAL
26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS
PROJECT TABLE OF CONTENTS Page 1
26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL
26 05 13.00 40 MEDIUM-VOLTAGE CABLES
26 05 19.10 10 INSULATED WIRE AND CABLE
26 12 19.10 THREE-PHASE DRY TYPE PAD-MOUNTED TRANSFORMERS
26 13 01 PAD-MOUNTED DEAD-FRONT AIR INSULATED SWITCHGEAR
26 56 00 EXTERIOR LIGHTING
DIVISION 31 - EARTHWORK
31 00 00 EARTHWORK
31 05 19 GEOTEXTILE
31 10 00 DISPOSAL OF MATERIALS
31 23 00.00 20 CELL FILL AND WALL BACKFILL
31 23 01.01 UNDERWATER BLASTING
31 41 16 METAL SHEET PILING
31 63 29 DRILLED CONCRETE PIERS AND SHAFTS
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 11 23 AGGREGATE BASE COURSES
32 92 19 SEEDING
DIVISION 33 - UTILITIES
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION
35 20 23 DEEPENING
35 20 23.13 SCOW SILENT INSPECTOR
35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR
STRUCTURES
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 2
SECTION TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
SECTION 00 01 20
GENERAL CONTRACT ADMINISTRATION
05/19
PART 1 GENERAL
1.1 REFERENCES
1.2 Submittals
1.3 View Location Map
1.4 PROGRESS AND COMPLETION PICTURES
1.5 MINIMUM INSURANCE REQUIREMENTS
1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS
1.7 SUPERVISION
1.7.1 Minimum Communication Requirements
1.7.2 Superintendent Qualifications
1.7.2.1 Duties
1.7.3 Non-Compliance Actions
1.8 PRECONSTRUCTION CONFERENCE
1.9 PARTNERING
1.9.1 Formal Partnering
1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS
1.11 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING
WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS (APR 2011)
1.12 EQUAL OPPORTUNITY FOR VETERANS
-- End of Section Table of Contents --
DOCUMENT 00 01 20 Page 1
SECTION 00 01 20
GENERAL CONTRACT ADMINISTRATION
05/19
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 within the text by the basic designation only.
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
1.2 Submittals
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only. Submit the following in accordance with Section
01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
View Location Map; G
Progress And Completion Pictures; G
1.3 View Location Map
Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.
1.4 PROGRESS AND COMPLETION PICTURES
Photographically document site conditions prior to start of construction operations. Include aerial photographs. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.
DOCUMENT 00 01 20 Page 2
1.5 MINIMUM INSURANCE REQUIREMENTS
Provide the minimum insurance coverage required by FAR 28.307-2 LIABILITY, during the entire period of performance under this contract. Provide other insurance coverage as required by law
1.6 FIRST TIER CONTRACTOR REQUIREMENTS FOR ASBESTOS CONTAINING MATERIALS
Accomplish all contract requirements of Section 02 82 00 ASBESTOS REMEDIATION, assigned to the Designated Competent Person, directly with a first tier subcontractor.
1.7 SUPERVISION
1.7.1 Minimum Communication Requirements
Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.
1.7.2 Superintendent Qualifications
The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.
For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.
1.7.2.1 Duties
The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.
The superintendent is required to attend partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.
1.7.3 Non-Compliance Actions
The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.
DOCUMENT 00 01 20 Page 3
1.8 PRECONSTRUCTION CONFERENCE
After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, clear expectations of the "Interim DD Form 1354" Submittal, and the processes for joint risk management between the Contractor and Government. Major subcontractors who will engage in the work must also attend.
1.9 PARTNERING
To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that includes joint risk management, is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.
The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.
1.9.1 Formal Partnering
Provide and host the Partnering sessions with key personnel of the Project Team, including Contractor personnel and Government personnel. Pay all costs associated with the Partnering effort including the Facilitator, the meeting room, and other incidental items. In exception, each participant bears their own costs for meals, lodging, and transportation associated with the Partnering sessions.
Before a Partnering session, coordinate with the Facilitator all requirements for incidental items (such as audio-visual equipment, easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards), and have these items available at the Partnering session. Provide copies of documents for distribution to all attendees. Provide a Facilitator experienced in conducting Partnering Workshops, and who is acceptable to both the Government and the Contractor. The Facilitator is responsible for leading the team in a timely manner and making sure that issues are identified and resolved. A list of Partnering Facilitators is available from the Contracting Officer.
a. The joint risk register (JRR) shall be developed as a collaborative effort between the government and the contractor. While the government will provide an initial risk register as a starting point for discussion, the official JRR for the project will be refined and agreed upon by all parties. An initial meeting shall scheduled by the contractor with the government before construction begins to establish the initial JRR and define the processes to identify and mitigate risks. The JRR shall be considered a living document and should be
DOCUMENT 00 01 20 Page 4 updated regularly. Monthly update meetings shall be scheduled by the contractor to add, remove, or update risks. The contractor shall take meeting minutes and send out the updated JRR after every update meeting.
b. Schedule the Initial Partnering Session for a duration of one day minimum. Locate this session at a place off the construction site, as agreed to by the Contracting Officer and the Contractor. It may take place concurrently with the Pre-Construction Meeting.
c. Schedule follow-on Partnering Session(s) for a maximum of 4 hours.
Schedule them at no more than 3 to six month intervals. Participants are encouraged to utilize electronic means to expedite meetings.
Meetings may be held at a location off-Base, at the project site, or in a Government Facility on Base. Follow-on meetings may be held concurrently with other scheduled meetings. Attendees need only be those required to resolve current issues. Recommend using the same Facilitator from the Initial Partnering session to achieve best results and for continuity.
1.10 ELECTRONIC MAIL (E-MAIL) ADDRESS
Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.
Multiple email addresses are not allowed.
It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.
1.11 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING WAGE
RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS (APR 2011)
(a) The contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.
(b) If the contractor elects to use an electronic payroll processing system, then the contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute.
When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the contractor chooses to use an electronic payroll system, then the contractor shall obtain and provide
DOCUMENT 00 01 20 Page 5 electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.
(c) The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:
(1) commercially available;
(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);
(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;
(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's RMS;
(5) demonstrated security of data and data entry rights;
(6) ability to produce contractor-certified electronic versions of weekly payroll data
(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;
(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.
(d) All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.
1.12 EQUAL OPPORTUNITY FOR VETERANS
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:
(a) U.S. Department of Labor Veterans’ Employment and Training Service (VETS): https://www.dol.gov/vets/
(b) Federal Veteran Employment Information: https://www.fedshirevets.gov/
(c) Veterans Opportunity to Work (VOW) Program:
https://www.benefits.va.gov/vow/
(d) U.S. Army Warrior Transition Command Employment Index:
https://wct.army.mil/modules/employers/index.html
(e) Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes
DOCUMENT 00 01 20 Page 6
-- End of Section --
DOCUMENT 00 01 20 Page 7
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 10 20
DIVING
03/01
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 QUALITY CONTROL
PART 2 PRODUCTS
2.1 Compressors
2.2 Breathing Gas Hoses & Umbilicals
2.3 Hot Water
2.3.1 Hot Water Heaters
2.3.2 Hot Water Suits
2.3.3 Hot Water Hoses
2.4 Helmets, Masks, & Regulators
PART 3 EXECUTION
3.1 DIVING OPERATIONS
3.1.1 Numbers of Persons for Dive Teams
3.2 DIVING WORK
3.2.1 Dive Inspectors
3.2.2 Pre-Dive Conference and Pre-Dive Meetings
3.2.2.1 Pre-Dive Conference
3.2.2.2 Pre-Dive Meetings
3.2.3 Underwater Work
3.2.3.1 Tools and Work Procedures
3.2.3.2 Welding & Burning
3.2.4 Dive Logs
3.2.5 Quality Assurance
SECTION 01 10 20 Page 1
SECTION 01 10 20
DIVING
03/01
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 within the text by the basic designation only.
ASSOCIATION OF DIVING CONTRACTORS (ADC)
ADC Manual Manual of Safe Practices in Commercial Diving
CODE OF FEDERAL REGULATIONS (CFR)
29 CFR 1910 Occupational Safety and Health Standards, Subpart T
29 CFR 1910.420 OSHA Safe Practices Manual
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section
01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Diving Plan; G-ECG.
Submit for review a diving plan for each diving phase and aspects of the inspection and/or construction operation to be performed under this contract within 45 calendar days prior to diving operations commencing.
Dive Plan must include all items under EM 385-1-1 paragraph 30.A.16 in order as listed. Do not include Safe Practice Manual, Emergency Management Plan, Activity Hazard Analysis, or other documents which are separate submittal items.
Diving shall not be performed prior to the plan being approved by no less than two of the following Detroit District appointed personnel: 1.
Designated Dive Coordinator; 2. Alternate Dive Coordinator; 3. Dive Safety Administrator. When feasible, the Detroit District will solicit review feedback from all three appointed personnel. The contractor shall allow 30 calendar days for Government review. Reviewing personnel may not be familiar with the project; a high level of detail on the diving plans shall be expected to include model and serial numbers of equipment to be utilized, primary and emergency air calculations based on the number of
SECTION 01 10 20 Page 2 divers, depth, and equipment over bottom pressure requirements, etc.
Emergency Management Plan; G.
Submit for review an emergency management plan to complement each submitted diving plan. These documents will be treated as separate submittals and reviews from the diving plans. The review standards for each emergency management plan will be the same as for diving plans. Each emergency management plan shall conform to EM 385-1-1 paragraph 30.A.18 and each required item shall be in the order as it appears under 30.A.18.
Activity Hazard Analysis; G.
Submit for review an activity hazard analysis to complement each submitted diving plan. These documents will be treated as separate submittals and reviews from the diving plans. The review standards for each activity hazard analysis will be the same as for diving plans. Each activity hazard analysis shall conform to EM 385-1-1 paragraph 30.A.17
Safe Practices Manual; G.
Submit for review the Diving Contractor(s) Safe Practice Manual within 30 calendar days following receipt of Notice to Proceed. Safe Practice Manual(s) shall conform to the most current requirements of OSHA 1910 Subpart T. Each Safe Practice Manual item shall be in the order as listed in EM 385-1-1 paragraph 30.A.15. The contractor shall allow 30 calendar days for Government Review. Diving shall not be performed prior to the manual being approved by no less than two of the following Detroit District appointed personnel: 1. Designated Dive Coordinator; 2. Alternate Dive Coordinator; 3. Dive Safety Administrator.
Dive Personnel Qualifications; G.
Submit for review all dive personnel qualifications 15 calendar days prior to dive plan submittals. Required dive personnel qualifications that shall be in the following order: 1. Training Documentation in compliance with OSHA Diving Standards for each diver, tender, dive supervisor, maintainer which includes manufacture required training such as Kirby Morgan Technician training, visual cylinder inspector training, etc. All personnel that handle compressed air cylinders shall have the appropriate HAZMAT handling training. Reference EM 385-1-1 paragraph 30.A.05 for additional dive personnel training standards; 2. Dive Logs. Legible dive logs shall be submitted showing no less than 12 dives in the 12 months prior with at least 4 dives within 90 days of working taking place onsite by any diver. Dive Supervisors shall show dive logs from divers indicating that they supervised no less than 12 dives in the 12 months prior with supervision of at least 4 dives within 90 days of supervising onsite operations. Individuals utilized as tenders only shall have dive log documentation that they provided tending for no less than 12 dives in the 12 months prior and tended at least 4 dives within 90 days of tending onsite operations. These district standards are above the requirements of EM 385-1-1 paragraph 30.A.07; 3. First Aid, CPR, AED, and Emergency Oxygen Provider certifications must be provided in accordance with EM 385-1-1 paragraph 30.A.08; 4. "Fit to Dive" memorandums - each diver shall have a diving physical in accordance to ADCI standards by a hyperbaric medicine physician, a diving medical Officer, or a diving medical examiner (MD or DO). NO HIPAA PROTEcTED INFORMATION SHALL BE SUBMITTED TO INCLUDE THE ADCI EXAMINATION. The physician shall generate a memorandum indicating that an annual exam per ADCI standards has been performed within the previous 12
SECTION 01 10 20 Page 3 months and that the diver is "Fit to Dive" in accordance to those standards. The memorandum shall indicate that the physician is a hyperbaric medicine physician, a diving medical Officer, or a diving medical examiner (MD or DO), include full contact information, and be signed by the physician. These standards are above those listed in EM 385-1-1 paragraph 30.A.09.
Diving shall not be performed prior to the divers being approved by no less than two of the following Detroit District appointed personnel: 1.
Designated Dive Coordinator; 2. Alternate Dive Coordinator; 3. Dive Safety Administrator. When feasible, the Detroit District will solicit review feedback from all three appointed personnel.
Dive Equipment Maintenance ; G.
Diving equipment maintenance records shall be submitted for each of the following: 1. Umbilicals - Records shall be submitted indicating that maintenance and testing has been completed per OSHA and ADCI standards; 2.
Pneomofathometers - Records shall be submitted indicating that each pneumofathometer to be utilized onsite has received calibration checks per OSHA and ADCI standards; 3. Documentation that carbon monoxide monitors have been calibrated in accordance with the manufactures recommendations;
4. Latest laboratory testing results for breathing air compressors, purchased breathing air certifications, and if applicable, in-house breathing air testing documentation; 5. Documentation that all pressure vessels have been visually and hydrostatically tested per OSHA requirements. This shall include low pressure volume and mixing tanks with documentation of proper lifting and seating pressures of all pressure relief valves. All high pressure breathing air cylinders sized from 120 cubic feet and below shall have annual visual cylinder inspections performed by a qualified individual prior to arriving onsite; 6. Diving helmets, masks, regulators, and other life support systems - Documentation shall be provided indicating that maintenance and inspections have been completed per manufactures recommendations.
1.3 QUALITY CONTROL
The senior diver shall serve as Quality Control Representative for this portion of work. The Contractor shall establish and maintain a quality control system for all operations performed under this Section to assure compliance with contract requirements and maintain records of its quality control for all operations performed, including, but not limited to the following:
a. The most stringent requirements of referenced standards identified and complied with.
b. All required submittals satisfactorily made and work performed in accordance with approved dive plan.
c. All diving teams composed of the required numbers of persons of each classification.
d. Observance of safety regulations, as noted in the ADC Manual, the Manual of Safe Practices in Commercial Diving, 29 CFR 1910.420 of the OSHA Safe Practices Manual, and Subpart T of 29 CFR 1910 of the Occupational Safety and Health Standards.
SECTION 01 10 20 Page 4
PART 2 PRODUCTS
2.1 Compressors
Compressors shall be designed specifically for diving and breathing air use. Modifications to direct source compressors to include changes to drive motors, pulleys, and other items that may change output characteristics shall not be allowed onsite. Prior to use, all direct source compressors onsite shall have air calculations indicating that the minimum air per EM 385-1-1 paragraph 30.F.03 can be met at the maximum diving depth per diver, to include Standby Diver. Prior to use onsite the contractor shall demonstrate to the Dive Inspector that all approved direct source compressors are providing the required flow rate per the required air supply calculations based on depth and number of divers.
2.2 Breathing Gas Hoses & Umbilicals
In addition to the requirements of EM 385-1-1 paragraph 30.F.06 all hoses which route breathing gasses from cylinders, compressors, volume tanks, manifolds, air control stations, regulators, and other items shall have appropriate marking that allow the Diving Inspector to validate that the hoses are rated and designed for breathing gasses. Hoses with no legible markings will not be allowed on-site.
2.3 Hot Water
2.3.1 Hot Water Heaters
Hot water heaters utilized onsite shall been commercially manufactured and sold on the open for a period of no less than two (2) years from the start of onsite diving operations. Each heater shall be built primarily for diving operations, shall have an operators manual, and shall not have modifications made that are not authorized by the manufacture. Each hot water heater utilized onsite shall have a volume or mixing tank utilized.
Custom made hot water heaters will not be allowed onsite. Hot water heaters shall have redundant temperature limiting controls.
2.3.2 Hot Water Suits
Divers utilizing hot water shall utilize a suit specifically manufactured for hot water diving applications. Homemade and custom suits will not be allowed onsite. Each suit shall have a proportional valve accessible to the divers hand to allow adjustment of hot water flow to the diver's suit with excess hot water being dumped outside of the diver's suit. Hoses carrying hot water to the divers shall have a quick release coupling system that allows the diver to disconnect the hose while in use.
Divers utilizing hot water and hot water suits shall wear, at a minimum, a 2mm full length (torso, arms, and legs) wetsuit and socks under the hotwater suits and boots to minimize accidental scalding and/or cold weather injury on loss of hot water.
2.3.3 Hot Water Hoses
All hoses utilized to carry hot water topside between equipment on the dive site as well as to the divers shall be rated and primarily sold for diving hot water delivery.
SECTION 01 10 20 Page 5
2.4 Helmets, Masks, & Regulators
Diving helmets, masks, regulators, and other devices that provide life support underwater shall be manufactured specifically for underwater diving operations. Helmets, masks, regulators, and other devices shall be in good working condition and maintained per the manufactures recommendations.
Helmets shall not be more than 20 years in age from the date of manufacture and shall have all required and recommended manufacture service and safety bulletin work applied prior to use onsite. Painting, fiberglass and gel coat repairs, and other shell repairs or modifications shall not be allowed without a written statement from the manufacture indicating that the work was completed by the manufacture or direct repair representative and acceptable for continued underwater diving service. All field repairs shall be completed in accordance with manufacture recommendations and by an individual specifically authorized to perform those repairs per manufacture training. The Contractor shall provide the proper credentials of the individual making the field repair prior to beginning work.
PART 3 EXECUTION
3.1 DIVING OPERATIONS
Diving operations are not required but may be performed at the option of the Contractor. All diving operations shall be conducted in accordance with the most stringent standards specified in this Section and referenced in the Article "REFERENCES" of this Section. (Up-to-date standards take precedence over out-dated standards.) Within EM 385-1-1 those provisions pertaining to contract diving operations apply to this contract as well as all other safety aspects of EM 385-1-1. The Contractor shall maintain complete copies of all dive plans, diving standards, manuals, memorandums, training, qualifications, and medical certificates for divers on-site. The Contractor shall also keep on-site all regulations it is require to comply with. These records shall be made accessible to all persons engaged in the work on this contract, including Government and regulatory personnel, during normal working hours.
3.1.1 Numbers of Persons for Dive Teams
Every dive team performing under this contract shall be composed of not less than the number of persons of each classification specified in EM 385-1-1.
When utilizing hot water for diving operations, a dedicated tender shall be utilized to control and monitor hot water to the divers. This individual will be an addition to the dive team manning requirements as outlined in EM 385-1-1, Appendix G.
Tenders, as outlined in EM 385-1-1, Appendix G, shall of the sole job of tending divers when they are in the water and for 20 minutes following each dive. During this period tenders shall not leave the divers umbilical, tether, or topside watch to perform tool changeouts, tending, etc., material preparation, monitor hot water, assist with other topside work tasks, or anything that may distract from constant tending of the diver.
These jobs shall be performed by other personnel than those directly involved with diving.
The Diving Supervisor shall provide near constant monitoring of air supply and delivery as well as communications. This can be performed by the Diver Supervisor or through a control station tender qualified to perform those
SECTION 01 10 20 Page 6 operations.
The required standby diver on every dive team shall, without exception, be a diver at the dive location who is on the surface, out of the water, and available to assist divers in the water. A standby diver must be dressed for immediate entry into the water. A standby diver must not have dived within the previous twelve (12) hours. Requests for variation to this standard shall be submitted through the COR to the DDC for consideration.
Consideration for variation from this standard shall indicate how the contractor will manage fatigue and residual nitrogen levels of the Standby Diver so as to allow appropriate emergency response if needed.
3.2 DIVING WORK
The unique functions, responsibilities and safety precautions applicable to the dive team for each component of the work shall be described in detail in the diving plan, the work plan and the Accident Prevention plan for this contract. All diving operations shall be stringently monitored and executed. The Contractor shall be responsible for the safety of the work, the workers and other persons present during all construction operations.
3.2.1 Dive Inspectors
The contractor shall assume that all diving operations will have continuous monitoring through a qualified USACE Diving Inspector. Diving Inspectors may or may not be the same individual as the Quality Assurance Representative and may or may not be a qualified USACE Diver. Dive Inspectors shall be provided full access to all diving operations. Dive Inspectors do not have the authority to allow deviation from the approved diving documentation and have the authority to stop diving activities at any time which will be followed by an immediate notification to the Designated Diving Coordinator and Diving Safety Representative. Diving shall not commence each day until the Dive Inspector has been given the opportunity to perform equipment inspections and be part of the daily pre-dive briefing. If not onsite, the assigned Dive Inspector shall be notified when diving operations have ceased for the day and all divers are out of the water and a healthy condition.
3.2.2 Pre-Dive Conference and Pre-Dive Meetings
3.2.2.1 Pre-Dive Conference
A Pre-Dive Conference shall be held prior to any diving occurring on the site per EM 385-1-1 paragraph 30.A.19 and before each Definable Feature of Work involving Diving. This conference will not be scheduled prior to all transmittals being approved. The conference shall be attended by a Construction Office Representative, the Designated Diving Coordinator or alternate, the contract employees engaged in diving operations, and the prime contractors Superintendent and Site Safety and Health Officer.
3.2.2.2 Pre-Dive Meetings
Daily Pre-Dive Meetings shall be conducted to review the previous day's work, discuss the operations for the day, and discuss site conditions that may change how operations are going to occur as well as provide time for additions to the AHA from observed site hazards that were not anticipated.
The daily pre-dive meeting shall be documented and attached to the contractor's daily report in RMS. The daily Pre-Dive Meeting shall be attended by all personnel involved in diving operations, to include
SECTION 01 10 20 Page 7 employees of the prime contractor or other subcontractors that will engage with diving operations such as crane operators, and the SSHO. The assigned Dive Inspector shall be given 8 hours' notice prior to the daily Pre-Dive Meeting for schedule deconfliction and attendance.
3.2.3 Underwater Work
3.2.3.1 Tools and Work Procedures
All divers shall be fully trained and aware of the hazards of each tool or piece of equipment to be utilized during diving operations. Job specific safety hazards per each tool and operation shall have been outlined in the AHA and approved by the Construction Inspector and the Dive Inspector at a minimum.
3.2.3.2 Welding & Burning
All divers performing welding at the surface or below the water surface shall be trained per American Welding Society standards for underwater welding and burning. When underwater welding is required to complete installation of sheet pile and other metal structures, the contractor shall submit appropriate welding procedures in accordance with AWS standards.
3.2.4 Dive Logs
The contractor shall send electronic copies of dive logs to the DDC, ADC, DSR, DI, and Construction Office personnel designated by the COR. The dive logs shall be completed and sent via e-mail before the contractor leaves the site for the day. Dive logs shall incorporate all elements required by EM 385-1-1 paragraph 30.A.2
3.2.5 Quality Assurance
The contractor shall perform and record Quality Assurance dives to provide a record of proper contract work completion upon direction from the COR.
This does not alleviate the prime contractors responsibility for 100% quality control of all work performed. The contractor can expect 1% or less of in water time recording work for quality assurance as compared to the in water time for placed work. The COR will specify which areas will require recorded evidence of proper work placement following the work placement. Safety issues with quality assurance dives shall be routed through the COR to the DDC and DSR.
The Government reserves the right to perform their own quality assurance inspection, on up to 100% of the work placed, with in-house divers, ROV's, pole cameras, or other underwater inspection equipment. The Government shall be responsible for the costs of these inspections unless improper work placement that requires rework are discovered.
SECTION 01 10 20 Page 8
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 22 00.00 10
PRICE AND PAYMENT PROCEDURES
08/15
PART 1 GENERAL
1.1 SINGLE JOB PAYMENT ITEMS
1.2 BIDDING SCHEDULE
1.2.1 0001 Mobilization and Demobilization
1.2.1.1 Payment
1.2.1.2 Unit of Measure
1.2.2 0002 Zone 1, 2 and 3a Work: Sluiceway Closure, Steel Sheet Pile
(SSP), Tranistion Wall of the NE Cells, SSP Cells - Northwest Pier
1.2.2.1 Payment
1.2.2.2 Unit of Measure
1.2.3 0003 Zone 3b and 13 Work: SSP Cells - Northwest Pier, SSP Cells
- West Center Pier
1.2.3.1 Payment
1.2.3.2 Unit of Measure
1.2.4 0004 Option 1: Zone 10 and 11 Work: West Center Pier Rehab
1.2.4.1 Payment
1.2.4.2 Unit of Measure
1.2.5 0005 Option 2: Zone 4, 12 and 14 Work: SSP Transition Walls –
NW/SW/SE
1.2.5.1 Payment
1.2.5.2 Unit of Measure
1.2.6 0008 Option 5: Zone 15 Work: West Center Pier Rehab
1.2.6.1 Payment
1.2.6.2 Unit of Measure
1.2.7 0009 Option 6: Zone 5: SSP Wall w/ Deepening
1.2.7.1 Payment
1.2.7.2 Unit of Measure
1.2.8 0010 Option 7: Zones 6 and 7a Work: Soldier Pile Wall
1.2.8.1 Payment
1.2.8.2 Unit of Measure
1.2.9 0011 Option 7: Zone 7b Work: Soldier Pile Wall
1.2.9.1 Payment
1.2.9.2 Unit of Measure
1.2.10 0012 Option 9: Zone 8 Work: Rubble Mound Revetment
1.2.10.1 Payment
1.2.10.2 Unit of Measure
1.2.11 0013 Option 10: Zone 9 Work: Breakwater, Armor/Riprap
1.2.11.1 Payment
1.2.11.2 Unit of Measure
1.3 UNIT PRICE PAYMENT ITEMS
1.3.1 0006 Option 3: Instrumentation Monitoring
1.3.1.1 Payment
1.3.1.2 Unit of Measure
1.3.2 0007 Option 4: Instrumentation Monitoring
1.3.2.1 Payment
SECTION 01 22 00.00 10 Page 1
1.3.2.2 Unit of Measure
PART 2 PRODUCTS
PART 3 EXECUTION
SECTION 01 22 00.00 10 Page 2
SECTION 01 22 00.00 10
PRICE AND PAYMENT PROCEDURES
08/15
PART 1 GENERAL
1.1 SINGLE JOB PAYMENT ITEMS
Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.
1.2 BIDDING SCHEDULE
1.2.1 0001 Mobilization and Demobilization
1.2.1.1 Payment
Payment will be made for costs associated with mobilization and demobilization, as defined in Special Clause FAR 252.236-7004 PAYMENT FOR
MOBILIZATION AND DEMOBILIZATION.
1.2.1.2 Unit of Measure
Unit of measure: Job (JA)
1.2.2 0002 Zone 1, 2 and 3a Work: Sluiceway Closure, Steel Sheet Pile (SSP), Tranistion Wall of the NE Cells, SSP Cells - Northwest Pier
1.2.2.1 Payment
Payment shall be made as a job price for Zone 1, 2 and 3a Work: Sluiceway Closure, SSP Transition Wall of NE Cells, SSP Cells - Northwest Pier, including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications.
Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.2.2 Unit of Measure
Unit of measure: Job (JA)
SECTION 01 22 00.00 10 Page 3
1.2.3 0003 Zone 3b and 13 Work: SSP Cells - Northwest Pier, SSP Cells - West Center Pier
1.2.3.1 Payment
Payment shall be made as a job price for Zone 3b and 13 Work: SSP Cells - Northwest Pier, SSP Cells - West Center Pier, including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications. Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.3.2 Unit of Measure
Unit of measure: Job (JA)
1.2.4 0004 Option 1: Zone 10 and 11 Work: West Center Pier Rehab
1.2.4.1 Payment
Payment shall be made as a job price for Zone 10 and 11 Work: West Center Pier Rehab including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications. Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.4.2 Unit of Measure
Unit of measure: Job (JA)
1.2.5 0005 Option 2: Zone 4, 12 and 14 Work: SSP Transition Walls – NW/SW/SE
1.2.5.1 Payment
Payment shall be made as a job price for the Zone 4, 12 and 14 Work: SSP Transition Walls – NW/SW/SE including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications. Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.5.2 Unit of Measure
Unit of measure: Job (JA)
1.2.6 0008 Option 5: Zone 15 Work: West Center Pier Rehab
1.2.6.1 Payment
Payment shall be made as a job price for Zone 15 Work: West Center Pier Rehab including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications.
Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely
SECTION 01 22 00.00 10 Page 4 pertains.
1.2.6.2 Unit of Measure
Unit of measure: Job (JA)
1.2.7 0009 Option 6: Zone 5: SSP Wall w/ Deepening
1.2.7.1 Payment
Payment shall be made as a job price for Zone 5 Work: SSP Wall w/ Deepening including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications. Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.7.2 Unit of Measure
Unit of measure: Job (JA)
1.2.8 0010 Option 7: Zones 6 and 7a Work: Soldier Pile Wall
1.2.8.1 Payment
Payment shall be made as a job price for Zones 6 and 7a Work: the Soldier Pile Wall including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications. Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.8.2 Unit of Measure
Unit of measure: Job (JA)
1.2.9 0011 Option 7: Zone 7b Work: Soldier Pile Wall
1.2.9.1 Payment
Payment shall be made as a job price for Zone 7b Work: the Soldier Pile Wall including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications.
Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.9.2 Unit of Measure
Unit of measure: Job (JA)
1.2.10 0012 Option 9: Zone 8 Work: Rubble Mound Revetment
1.2.10.1 Payment
Payment shall be made as a job price for Zone 8 Work: Rubble Mound
SECTION 01 22 00.00 10 Page 5
Revetment including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications. Payment will be made for all work associated with zones under the associated bid item.Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.10.2 Unit of Measure
Unit of measure: Job (JA)
1.2.11 0013 Option 10: Zone 9 Work: Breakwater, Armor/Riprap
1.2.11.1 Payment
Payment shall be made as a job price for Zone 9 Work: Breakwater, Armor/Riprap including all equipment, material, supplies, supervision and labor necessary to complete the work as required in the plans and specifications. Payment will be made for all work associated with zones under the associated bid item. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.2.11.2 Unit of Measure
Unit of measure: Job (JA)
1.3 UNIT PRICE PAYMENT ITEMS
Payment items for the work of this contract on which the contract unit price payments will be made are listed in the SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.
1.3.1 0006 Option 3: Instrumentation Monitoring
1.3.1.1 Payment
Payment shall be made per month price for instrumentation monitoring including all equipment, material, supplies, supervision and labor necessary to complete the work as required in Section 13 51 00. Any feature not listed shall be considered incidental and payment will be made under the line item to which it most closely pertains.
1.3.1.2 Unit of Measure
Unit of measure: Months
1.3.2 0007 Option 4: Instrumentation Monitoring
1.3.2.1 Payment
Payment shall be made per month price for instrumentation monitoring including all equipment, material, supplies, supervision and labor necessary to complete the work as required in Section 13 51 00. Any feature not listed shall be considered incidental and payment will be made under
SECTION 01 22 00.00 10 Page 6 the line item to which it most closely pertains.
1.3.2.2 Unit of Measure
Unit of measure: Months
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 22 00.00 10 Page 7
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 30 00
DATA MANAGEMENT
11/19
PART 1 GENERAL
1.1 SCOPE
1.1.1 Information Management System
1.1.2 Secure FTP
1.1.3 On-Going Access to Data for the Duration of the Project
1.1.4 Data Management Plan
1.1.5 Interactive Spatial Access
1.1.6 Documented EDB
1.1.7 Interactive and Static Reports of Data
1.1.8 Tables for COR Entered Data
1.1.9 Boring Log Database in gINT (v8 or Later)
1.1.10 Training Sessions and Users Manuals
1.2 SUBMITTALS
PART 2 PRODUCTS
2.1 Data Ownership
2.2 Data Integrity
2.2.1 Record Tracking Requirements
2.2.2 Raw Data Requirements
2.2.3 Backups, Archiving and Disaster Recovery
2.3 Documented Enterprise Database
2.4 Records Stored on sFTP Site
2.5 Spatial Data Layers
2.6 Spatial Data Projection and Datums
2.7 Drilling Records and Boring Logs
2.8 Simplified GIS Interface
2.9 Full scale GIS map file(s)
2.10 GROUTING REPORTS AND RECORDS
2.11 Steel Records
2.12 Drilled Shaft for Lock Wall Records
2.13 Photography Metadata Requirements
PART 3 EXECUTION
3.1 Data…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .