Atch 1- Specifications.pdf
PDF 361 KB Posted
- Attached to
- Runway Rubber Removal and Stripping (Amended) Federal contract opportunity
- Solicitation number
- FA489726Q0010
About this file
This is a comprehensive specification document for airfield pavement maintenance and repair work at Mountain Home Air Force Base, Idaho, encompassing rubber removal, paint removal, crack sealing, and pavement markings. The project involves removing rubber and paint accumulations from asphalt and concrete pavements using mechanical equipment (waterblasting, grinding, or scarifying), sealing cracks 1/4" to 1" wide in asphalt shoulders adjacent to Taxiway Alpha "A" and the Alpha Arm/Dearm Pad with hot-applied sealant and backer rod materials, and applying waterborne pavement markings using glass bead reflective media. The contractor must mobilize within 60 calendar days of contract award and adhere to strict airfield operational constraints, including conducting work on Alpha Arm/Dearm Pad shoulders only during non-flying hours (Friday 1800 to Monday 0700) with two-week advance scheduling, completing work during normal business hours for Taxiway Alpha with coordination, and maintaining continuous communication with the control tower during operations. All work is subject to extensive submittal requirements including preconstruction submittals, safety and quality control plans, equipment specifications, test results, and environmental documentation; the contractor must provide a qualified superintendent with five years of pavement repair experience, a Site Safety and Health Officer meeting EM 385-1-1 requirements, and an Environmental Manager responsible for hazardous waste management and regulatory compliance. Payment is based on unit prices for surface preparation, pavement striping, rubber removal, and paint removal measured in square feet or linear feet, with specifications requiring 90% rubber removal on concrete and 85% on asphalt, 85% paint removal on both surfaces, waterborne paint application at 120 square feet per gallon, retroreflective values of minimum 200 mcd/m²/lx for white markings and 175 mcd/m²/lx for yellow markings, and minimum crack sealing at 1/4" depth below the pavement surface with 200-foot test sections demonstrating compliance before full-scale work commences.
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SECTION 01 11 00
SUMMARY OF WORK
08/15, CHG 2: 08/21
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Schedule of work; G
Waste Collection, Identification and Disposal Plan; G
Contractors Quality Control Plan; G
SD-03 Product Data
Sealant
Backer Rod
Backup Material (Sand)
1.2 WORK COVERED BY CONTRACT DOCUMENTS
1.2.1 Project Description
The work is described in the project SOW and contained within the Specifications herein. Work includes seal and repair of cracks in Asphalt Shoulders adjacent to Taxiway Alpha "A" and the Alpha Arm/Dearm Pad.
Sealant will be applied to cracks 1/4" to 1" wide and will include a backer rod where needed. For cracks 1" wide and greater, follow procedures in UFGS 32-01-17.61, Sealing Cracks in Asphalt Paving, provided.
Deceptive Marking Paint
1.2.2 Location
The work is located at the Mountain Home Air Force Base, ID, airfield. The exact locations are shown on the drawings/maps provided.
[][][] -- End of Section --
SECTION 01 14 00
WORK RESTRICTIONS
11/22
PART 1 GENERAL
[1.1 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are [for Contractor Quality Control approval.][for information only. When used, a code following the "G" classification 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
Entry Access List (EAL) Form; G
List of Contact Personnel; G
][1.2 SPECIAL SCHEDULING REQUIREMENTS
a. Work on the Alpha arm/dearm pads shall be conducted during non-flying hours/days and must be scheduled two weeks (14 days) in advance. The runway is typically closed from 1800 Friday to 0700 Monday. Work can also be conducted during non flying days by exception only, in coordination with the Airfield Manager, and approved by the Contracting Officer. Normally, work on the Alpha Arm Pad Shoulders must be performed on weekends/holidays and/or at night after flying operations have ceased for the day.
Work on Taxiway Alpha Shoulders can be conducted during normal work hours but must be coordinated and deconflicted with ongoing aircraft operations. The Contractor must coordinate the work schedule with the Contracting Officer, Project Engineer, and Airfield Manager at least 7 days in advance.
b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. This applies to all aspects of work required under this contract.
c. The airfield will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations.
d. Permission to interrupt any Activity on the airfield, roads, or utility services must be requested in writing a minimum of 7 calendar days prior to the desired date of interruption.
1.3 CONTRACTOR ACCESS AND USE OF PREMISES
1.3.1 Activity Regulations
Work under this contract will be conducted within a Restricted Area on the Airfield. All contractor personnel operating vehicles and/or equipment must attend and complete the Airfield Drivers course. Additionally, all personnel working on Mountain Home AFB and within the restricted area must be submitted and approved on the Entry Access List(s) as appropriate.
Ensure that Contractor personnel working at Mountain Home AFB become familiar with and obey installation regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Ensure all Contractor equipment, include delivery vehicles, are clearly identified with their company name.
1.3.1.1 Subcontractors and Personnel Contacts
Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.
[]1.3.1.2 No Smoking Policy
Smoking is prohibited on the airfield runway, taxiways, and parking aprons and the areas within and around these facilities due to the potential for FOD and fire. The Contractor must ensure their personnel do not smoke on the airfield. Smoking and/or discarding tobacco materials on the airfield is a serious safety violation and will result in dismissal of any individual found in to violate this policy. The Contracting Officer will identify designated smoking areas outside of the airfield area.
1.3.2 Working Hours
With the exception of work on the runway, regular working hours will consist of a 10 hour period, between 7 a.m. and 5:00 p.m., Monday through Friday. As previously mentioned, work on the Alpha Arm/Dearm Pad Shoulder can only be conducted during non-flying hours from 6 p.m. Friday to 7 a.m.
Monday or by exception only. This excludes Government holidays.
1.3.3 Work Outside Regular Hours
Work outside regular working hours requires Contracting Officer approval.
Make application 14 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.
-- End of Section --
SECTION 01 30 00
ADMINISTRATIVE REQUIREMENTS
11/20, CHG 2: 05/22
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 -- Safety and Health Requirements Manual
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
15 CFR 772 Definition of Terms
15 CFR 773 Special Licensing Procedures
1.2 PROGRESS AND COMPLETION PICTURES
The Contractor may photographically document site conditions prior to and during airfield shoulder maintenance and repair operatins. Prior authorization is required for each individual taking pictures. The Contractor must submit names and contact information for anyone needing to use photography on the airfield 2 weeks in advance. Once approved, the Contractor will receive a letter of photography authorization that must be kept on site at all times when taking pictures. Anyone taking pictures without prior Government authorization constitutes a potential Security violation and will be treated as such.
1.3 SUPERVISION
1.3.1 Superintendent Qualifications
Provide project superintendent with a minimum of 5 years experience in construction on pavement repair work involving sealing and full depth repairs. 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 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 projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.
]1.3.2 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.
1.3.3 Duties
The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, 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.
1.3.4 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 ensure 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.
1.4 PRECONSTRUCTION
Prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction meeting. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, schedule requirements, quality control, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.
1.4.1 Attendees
Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors as appropriate.
1.5 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)
Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.
Include the following in the facility Turnover effort:
1.5.1 Red Zone Checklist
a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.
b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.
1.5.2 Meetings
a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.
b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.
At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.
c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.
d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.
e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.
Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.
1.6 MOBILIZATION
Contractor shall mobilize to the jobsite within 60 calendar days after contract award. Mobilize is defined as having equipment AND having a physical presence of at least one person from the contractor's team on the jobsite.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 32 16.00 20
SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES
08/18, CHG 1: 08/20
PART 1 GENERAL
1.1 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are [for Contractor Quality Control approval.][for information only. When used, a code following the "G" classification 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
Baseline Construction Schedule; G[, [_____]]
SD-07 Certificates
Weekly Updates
1.2 PRE-CONSTRUCTION SCHEDULE REQUIREMENT
Prior to the start of work, prepare and submit to the Contracting Officer a Baseline Construction Schedule in the form of a in accordance with the terms in Contract Clause FAR 52.236-15 Schedules for Construction Contracts, except as modified in this contract. The approval of a Baseline Construction Schedule is a condition precedent to:
a. The Contractor starting demolition work or construction stage(s) of the contract.
b. Processing Contractor's invoice(s) for construction activities/items of work.
c. Review of any schedule updates.
Submittal of the Baseline Construction Schedule, and subsequent schedule updates, is understood to be the Contractor's certification that the submitted schedule meets the requirements of the Contract Documents, represents the Contractor's plan on how the work will be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced.
1.3 SCHEDULE FORMAT
1.3.1 Schedule Submittals and Procedures
Submit Schedules and updates in hard copy and on electronic media that is acceptable to the Contracting Officer. Submit an electronic back-up of the project schedule in an import format compatible with the Government's scheduling program.
1.4 SCHEDULE Bi-WEEKLY UPDATES
Update the Construction Schedule at monthly intervals or when the schedule has been revised. Keep the updated schedule current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.
a. Narrative Report: Identify and justify the following:
(1) Progress made in each area of the project;
(2) Longest Path: Include printed copy on11 by 17 inch paper, landscape setting;
(3) Date/time constraint(s), other than those required by the contract;
(4) Listing of changes made between the previous schedule and current updated schedule including: added or removed activities, original and remaining durations for activities that have not started, logic (sequence, constraint, lag/lead), milestones, planned sequence of operations, longest path, calendars or calendar assignments, and cost loading.
(5) Any decrease in previously reported activity Earned Amount;
(6) Pending items and status thereof, including permits, changes orders, and time extensions;
(7) Status of Contract Completion Date and interim milestones;
(8) Current and anticipated delays (describe cause of delay and corrective actions(s) and mitigation measures to minimize);
(9) Description of current and future schedule problem areas.
For each entry in the narrative report, cite the respective Activity ID and Activity Name, the date and reason for the change, and description of the change.
1.5 3-WEEK LOOK AHEAD SCHEDULE
Prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Construction Schedule.
Key the work plans to activity numbers when a NAS is required and update each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Construction Schedule on an electronic spreadsheet program and printed on8-1/2 by 11 inch sheets as directed by the Contracting Officer. Activities must not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Deliver three hard copies and one electronic file of the 3-Week Look Ahead Schedule to the Contracting Officer no later than 8 a.m. each Monday, and review during the weekly CQC Coordination or Production Meeting.
1.6 CORRESPONDENCE AND TEST REPORTS:
Correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs) must reference Schedule Activities that are being addressed. Test reports (e.g., concrete, soil compaction, weld, pressure) must reference Schedule Activities that are being addressed.
1.7 ADDITIONAL SCHEDULING REQUIREMENTS
Any references to additional scheduling requirements, including systems to be inspected, tested and commissioned, that are located throughout the remainder of the Contract Documents, are subject to all requirements of this section.
PART 2 PRODUCTS
Not used.
PART 3 EXECUTION
Not used.
SECTION 01 33 00
SUBMITTAL PROCEDURES
08/18, CHG 4: 02/21
PART 1 GENERAL
1.1 DEFINITIONS
1.1.1 Submittal Descriptions (SD)
Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:
SD-01 Preconstruction Submittals
For Government approved division 01 preconstruction submittals that are required prior to or commencing with the start of work shall be submitted within 30 calendar days of contract award unless specified elsewhere in the specifications. For contractor approved division 01 submittals that are required prior to or commencing with the start of work shall be submitted within 45 calendar days of contract award unless specified elsewhere in the specifications.
Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.
Submittal Register
Schedule Of Prices Or Earned Value Report
Accident Prevention Plan
Work Plan
Quality Control (QC) plan
Traffic Control Plan
SD-03 Product Data
Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.
Samples of warranty language when the contract requires extended product warranties.
SD-06 Test Reports
Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.
Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.
Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.
Investigation reports
Daily logs and checklists
Final acceptance test and operational test procedure
SD-07 Certificates
Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.
Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.
Text of posted operating instructions
SD-08 Manufacturer's Instructions
Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.
SD-11 Closeout Submittals
Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.
Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).
Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.
1.1.2 Approving Authority
Office or designated person authorized to approve the submittal.
1.1.3 Work
As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.
1.2 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or “S” classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Submittal Register; G
1.3 SUBMITTAL CLASSIFICATION
1.3.1 Government Approved (G)
Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."
1.3.2 For Information Only
Submittals not requiring Government approval will be for information only.
Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."
1.4 PREPARATION
1.4.1 Submittal Format
1.4.1.1 Format of SD-01 Preconstruction Submittals
When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.
Provide data in the unit of measure used in the contract documents.
1.4.1.2 Format for SD-02 Shop Drawings
Provide shop drawings not less than8 1/2 by 11 inches nor more than30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.
Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.
a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.
b. Dimension drawings, except diagrams and schematic drawings.
Prepare drawings demonstrating interface with other trades to scale.
Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.
Presentshop drawings sized 8 1/2 by 11 inches as part of the bound volume for submittals. Present larger drawings in sets. Submit an electronic copy of drawings in PDF format.
1.4.1.3 Format of SD-03 Product Data
Present product data submittals for each section as a complete, bound volume.
Include a table of contents, listing the page and catalog item numbers for product data.
Indicate, by prominent notation, each product that is being submitted;
indicate the specification section number and paragraph number to which it pertains.
1.4.1.3.1 Product Information
Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.
Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.
1.4.1.3.2 Standards
Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.
State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.
1.4.1.3.3 Data Submission
Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will [not] be accepted for expedition of the construction effort.
Submit the manufacturer's instructions before installation.
1.4.1.4 Format of SD-06 Test Reports
Provide reports on8 1/2 by 11 inch paper in a complete bound volume.
By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.
1.4.1.5 Format of SD-07 Certificates
Provide design data and certificates on8 1/2 by 11 inch paper. Provide a bound volume for submittals containing numerous pages.
1.4.1.6 Format of SD-08 Manufacturer's Instructions
Present manufacturer's instructions submittals for each section as a complete, bound volume. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.
Submit the manufacturer's instructions before installation.
1.4.1.6.1 Standards
Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.
State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.
1.4.1.7 Format of SD-11 Closeout Submittals
When the submittal includes a document that is to be used in the project or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.
Provide data in the unit of measure used in the contract documents.
1.4.2 Source Drawings for Shop Drawings
1.4.2.1 Source Drawings
The entire set of source drawing files (DWG) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.
1.4.2.2 Terms and Conditions
Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the
Contractor and without liability or legal exposure to the Government. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.
These electronic source drawing files are not construction documents.
Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project.
If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).
1.4.3 Electronic File Format
Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is searchable and can be copied. If documents are scanned, optical character resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature or a scan of a signature.
E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/.
1.5 QUANTITY OF SUBMITTALS
1.5.1 Number of SD-01 Preconstruction Submittal Copies
Unless otherwise specified, submit two sets of administrative submittals.
1.5.2 Number of SD-03 Product Data Copies
Unless otherwise specified, submit two sets of product data submittals.
1.5.3 Number of SD-06 Test Report Copies
Submit in compliance with quantity and quality requirements specified for shop drawings, other than field test results that will be submitted with QC reports.
1.5.4 Number of SD-07 Certificate Copies
Submit two copies of certificates specified for review/approval.
1.5.5 Number of SD-08 Manufacturer's Instructions Copies
Submit two copies of Manufacturers Instructions.
1.5.6 Number of SD-11 Closeout Submittals Copies
Unless otherwise specified, submit two sets of administrative submittals.
1.6 INFORMATION ONLY SUBMITTALS
Submittals without a "G" designation must be certified by the QC manager and submitted to the Contracting Officer for information-only. Provide information-only submittals to the Contracting Officer a minimum of 14 calendar days prior to the Preparatory Meeting for the associated Definable Feature of Work (DFOW). Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.
1.7 PROJECT SUBMITTAL REGISTER
A sample Project Submittal Register showing items of equipment and materials for when submittals are required by the specifications is provided as "Appendix A - Submittal Register."
1.7.1 Submittal Management
Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and (i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required.
Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.
1.7.2 Preconstruction Use of Submittal Register
Submit the submittal register. Include the QC plan and the project schedule. Verify that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register submitted with the QC plan and the project schedule:
Column (a) Submittal Number: Activity number from the project schedule.
Column (h) Contractor Submit Date: Scheduled date for the approving authority to receive submittals.
Column (i) Contractor Approval Date: Date that Contractor needs approval of submittal.
1.7.3 Contractor Use of Submittal Register
Update the following fieldswith each submittal throughout the contract.
Column (a) Submittal Number: List of consecutive, Contractor-assigned numbers.
Column (h) Date submittal transmitted.
Column (i) Date approval was received.
1.7.4 Approving Authority Use of Submittal Register
Update the following fields:
Column (a) Submittal Number: List of consecutive, Contractor-assigned numbers.
Column (h) Date submittal was received.
Column (i) - (k) Dates of review actions.
Column (k) Date of return to Contractor.
1.7.5 Delivery of Copies
Submit an updated electronic copy of the submittal register to the Contracting Officer with each invoice request. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.
1.8 VARIATIONS
Variations from contract requirements require Contracting Officer approval pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.
1.8.1 Considering Variations
Discussion of variations with the Contracting Officer before submission [of a variation submittal] will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. For variations that include design changes or some material or product substitutions, the Government may require an evaluation and analysis by a licensed professional engineer hired by the contractor.
Specifically point out variations from contract requirements in a [transmittal letter][variation submittal]. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.
1.8.2 Proposing Variations
When proposing variation, deliver a submittal, clearly marked as a "VARIATION" to the Contracting Officer, with documentation illustrating the nature and features of the variation including any necessary technical submittals and why the variation is desirable and beneficial to Government. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.
The Contracting Officer will indicate an approval or disapproval of the variation request; and if not approved as submitted, will indicate the Government's reasons therefore. Any work done before such approval is received is performed at the Contractor's risk.
Specifically point out variations from contract requirements in a transmittal letter. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.
1.8.3 Warranting that Variations are Compatible
When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.
1.8.4 Review Schedule Extension
In addition to the normal submittal review period, a period of 14 calendar days will be allowed for the Government to consider submittals with variations.
1.9 SCHEDULING
Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.
a. Coordinate scheduling, sequencing, preparing, and processing of submittals with performance of work so that work will not be delayed by submittal processing. The Contractor is responsible for additional time required for Government reviews resulting from required resubmittals. The review period for each resubmittal is the same as for the initial submittal.
b. Submittals required by the contract documents are listed on the submittal register. If a submittal is listed in the submittal register but does not pertain to the contract work, the Contractor is to include the submittal in the register and annotate it "N/A" with a brief explanation. Approval by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but that have been omitted from the register or marked "N/A."
c. Resubmit the submittal register and annotate it monthly with actual submission and approval dates. When all items on the register have been fully approved, no further resubmittal is required.
Contracting Officer review will be completed within 2 work days after the date of submission.
1.10 GOVERNMENT APPROVING AUTHORITY
When the approving authority is the Contracting Officer, the Government will:
a. Note the date on which the submittal was received.
b. Review submittals for approval within the scheduling period specified and only for conformance with project design concepts and compliance with contract documents.
c. Identify returned submittals with one of the actions defined in paragraph REVIEW NOTATIONS and with comments and markings appropriate for the action indicated.
Upon completion of review of submittals requiring Government approval, stamp and date submittals. Two copies of the submittal will be retained by the Contracting Officer and two copies of the submittal will be returned to the Contractor.
1.10.1 Review Notations
Submittals will be returned to the Contractor with the following notations:
a. Submittals marked "approved" or "accepted" authorize proceeding with the work covered.
b. Submittals marked "approved as noted" or "approved, except as noted, resubmittal not required," authorize proceeding with the work covered provided that the Contractor takes no exception to the corrections.
c. Submittals marked "not approved," "disapproved," or "revise and resubmit" indicate incomplete submittal or noncompliance with the contract requirements or design concept. Resubmit with appropriate changes. Do not proceed with work for this item until the resubmittal is approved.
d. Submittals marked "not reviewed" indicate that the submittal has been previously reviewed and approved, is not required, does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.
e. Submittals marked "receipt acknowledged" indicate that submittals have been received by the Government. This applies only to "information-only submittals" as previously defined.
1.11 DISAPPROVED SUBMITTALS
Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.
If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.
1.12 APPROVED SUBMITTALS
The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that
Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.
After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.
1.13 APPROVED SAMPLES
Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.
Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon completion of the contract. Unapproved samples will also be returned to the Contractor at its expense, if so requested.
Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.
Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.
Replace such materials or equipment to meet contract requirements.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
SECTION 01 35 26
GOVERNMENTAL SAFETY REQUIREMENTS
11/20, CHG 3: 02/22
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 -- Safety and Health Requirements Manual
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910 Occupational Safety and Health Standards
1.2 DEFINITIONS
1.2.1 Competent Person (CP)
The CP is a person designated in writing, who, through training, knowledge and experience, is capable of identifying, evaluating, and addressing existing and predictable hazards in the working environment or working conditions that are dangerous to personnel, and who has authorization to take prompt corrective measures with regards to such hazards.
1.2.2 High Visibility Accident
A High Visibility Accident is any mishap which may generate publicity or high visibility.
1.2.3 Medical Treatment
Medical Treatment is treatment administered by a physician or by registered professional personnel under the standing orders of a physician. Medical treatment does not include first aid treatment even when provided by a physician or registered personnel.
1.2.4 Near Miss
A Near Miss is a mishap resulting in no personal injury and zero property damage, but given a shift in time or position, damage or injury may have occurred (e.g., a worker falls off a scaffold and is not injured; a crane swings around to move the load and narrowly misses a parked vehicle).
1.2.5 Recordable Injuries or Illnesses
Recordable Injuries or Illnesses are any work-related injury or illness that results in:
a. Death, regardless of the time between the injury and death, or the length of the illness;
b. Days away from work (any time lost after day of injury/illness onset);
c. Restricted work;
d. Transfer to another job;
e. Medical treatment beyond first aid;
f. Loss of consciousness; or
g. A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in (a) through (f) above
1.3 SUBMITTALS
Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are [for Contractor Quality Control approval.][for information only. When used, a code following the "G" classification 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
Accident Prevention Plan (APP);G[, [_____]] Qualified Individuals G[, [_____]]
SD-06 Test Reports
Accident Reports; G[, [_____]]
1.4 MONTHLY EXPOSURE REPORTS
Provide a Monthly Exposure Report and attach to the monthly billing request. This report is a compilation of employee-hours worked each month for all site workers, both Prime and subcontractor. Failure to submit the report may result in retention of up to 10 percent of the voucher.
1.5 REGULATORY REQUIREMENTS
In addition to the detailed requirements included in the provisions of this Contract, comply with the most recent edition of USACE EM 385-1-1, and the following [federal, state, and local ][host nation ]laws, ordinances, criteria, rules and regulations. Submit matters of interpretation of standards to the appropriate administrative agency for resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, regulations, and referenced documents vary, the most stringent requirements govern.
1.6 SITE QUALIFICATIONS, DUTIES, AND MEETINGS
1.6.1 Personnel Qualifications
1.6.1.1 Site Safety and Health Officer (SSHO)
Provide an SSHO that meets the requirements of EM 385-1-1 Section 1. This individual may be the Superindendant. The SSHO must ensure that the requirements of 29 CFR 1926.16 are met for the project. Provide a Safety oversight team that includes a minimum of one person at each project site to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Alternate SSHO must be at the work site at all times to implement and administer the Contractor's safety program and Government-accepted Accident Prevention Plan. The SSHO and Alternate SSHO must have the required training, experience, and qualifications in accordance with EM 385-1-1 Section 01.A.17, and all associated sub-paragraphs.
If the SSHO is off-site for a period longer than 24 hours, an equally-qualified alternate SSHO must be provided and must fulfill the same roles and responsibilities as the primary SSHO. When the SSHO is temporarily (up to 24 hours) off-site, a Designated Representative (DR), as identified in the AHA may be used in lieu of an Alternate SSHO, and must be on the project site at all times when work is being performed. Note that the DR is a collateral duty safety position, with safety duties in addition to their full time occupation.
1.6.2 Personnel Duties
1.6.2.1 Duties of the Site Safety and Health Officer (SSHO)
The SSHO must:
a. Conduct daily safety and health inspections and maintain a written log which includes area/operation inspected, date of inspection, identified hazards,…
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