JA-2 IDIQ Spec20 April 2012.docx
DOCX document 778 KB Posted
- Attached to
- Eielson AFB, Base Paving IDIQ
- Solicitation number
- FA5004-12-R-C003
About this file
JA-2 IDIQ Specifications
View the file
Other files
Show all 26
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
TECHNICAL
SPECIFICATIONS
REPAIR, MAINTAIN AND CONSTRUCT
BASE PAVEMENTS AND SURFACES:
INDEFINITE DELIVERY,
INDEFINITE QUANTITY
(IDIQ)
354TH CIVIL ENGINEERING SQUADRON
EIELSON AIR FORCE BASE
ALASKA
FA5004-12-R-C003
Base Paving
FA5004-12-R-C003
Base Paving JA-2 IDIQ Specifications
TABLE OF CONTENTS
| SECTION | TITLE |
| Division 1 | General Requirements |
| 01010 | Summary of Work |
| 01030 | Interfacing of New and Existing Work |
| 01045 | Cutting and Patching |
| 01050 | Field Engineering |
| 01060 | Regulatory Requirements |
| 01061 | Environmental Protection and Hazardous Materials |
| 01080 | Fire Protection |
| 01090 | Reference Standards |
| 01300 | Submittals |
| 01400 | Quality Control |
| 01500 | Construction Facilities and Temporary Controls |
| 01570 | Traffic Regulation |
| 01600 | Material and Equipment |
| 01700 | Contract Closeout |
| 01800 | Special Conditions |
Division 2: Site Work
| 02050 | Demolition and Removal |
| 02210 | Grading |
| 02222 | Excavation and Subgrade Preparation for Roads and Sidewalks |
| 02231 | Aggregate Base for Roads and Sidewalks |
| 02520 | Portland Cement Concrete Paving for Roads and Sidewalks |
| 02529 | Portland Cement Concrete Paving for Airfields |
| 02546 | Cold-Milling of Bituminous Pavement |
| 02567 | Rubberized - Tar Seal Coat (Petroleum Resistant) |
| 02577 | Pavement Markings for Roads and Airfields |
| 02579 | Crack Sealing for Roads and Airfields |
| 02935 | Grass Seeding |
Division 3: Concrete
| 03100 | Concrete Formwork |
| 03250 | Joints for Concrete Pavements |
| 03732 | Concrete Repair |
Division 4: Asphalt 04100 Asphalt Concrete Paving (Non-Airfield) 04200 SBS Modified Asphalt for Airfields
| TAB 1: | Waste Disposal/Base Borrow Pit Plan Worksheet | |
| TAB 2: | AF Form 103, Work Clearance Request | |
| TAB 3: | Concrete and Construction Debris Disposal Form | |
| TAB 4: | Spill Reporting Plan | |
| TAB 5: | Spill Placard | |
| TAB 6: | Crack Master 3405LM Spec Sheet | |
| TAB 7: | High Fracture D1 Base Course Spec | |
| TAB 8: | Micro Surfacing Spec | |
| TAB 9: | DOW 888 Sealant Info | |
| TAB 10: | AC Joint Detail | |
| TAB 11: | Sidewalk Spillway Detail | |
| TAB 12: | AF Form 66 | |
| TAB 13: | AF Form 3000 |
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01010 SUMMARY OF WORK
PART 1 GENERAL
| 1.01 | SECTION INCLUDES: |
| A. | Work covered by contract documents. |
| B. | Use of premises. |
| C. | Utilities. |
| D. | Scheduling. |
| E. | Work Hours. |
| F. | Other Contracts. |
| G. | Workmanship. |
| H. | Examination of Site. |
| I. | Clean-up. |
| J. | Storage Areas. |
| K. | Controlled Areas. |
| L. | Safety. |
| M. | Fire Safety. |
| N. | Waste Disposal and Borrow Pits |
| O. | Submittals. |
| P. | Quality Control. |
| Q. | Work Clearance. |
| R. | "AsBuilt" Drawings (Record Drawings). |
| 1.02 | WORK COVERED BY CONTRACT DOCUMENTS: | ||
| A. | The following is a summary of work for Repair, Maintain and Construct Base Pavements IDIQ, located at Eielson AFB, AK. The project shall include, but is not limited to: | ||
| 1. | Maintain, repair, and construct base and airfield pavement and surfaces. This work includes the use of Asphaltic Cement and Portland Cement Concrete type pavements for projects as specified in the individual Task orders. | ||
| 2. | Repair, replacement and minor construction of base pavements, including sidewalks, roads, parking lots and other paved surfaces. This work includes the use of Asphaltic Cement and Portland Cement Concrete type pavements for projects as specified in the individual Task orders. | ||
| 3. | Remove petroleum contaminated soils from project sites and deliver to an approved soil recovery facility. Temporary storage areas are available on Eielson while proper disposal coordination is accomplished; coordinate with CEAN for access to temporary storage areas. | ||
| 4. | Provide work in accordance with these specifications and the drawings as listed in the appendix. Specific description of the work is detailed in: | ||
| a. | Standard details. | ||
| b. | Specifications. | ||
| c. | Drawings. | ||
| B. | The above description of work is for the purpose of general information only and is not intended to include and describe every feature or item of work or to define the scope of work. The individual Task orders may include any or all of the Line items listed in the Offer Schedule. They may also include work not included in the Offer Schedule. | ||
| C. | Areas of this specification may give various methods of accomplishment for a particular task. After contract award, individual task orders will be issued for each specific job. There may be a negotiation between the Contractor and the Government over which items apply to the specific task order. The Government has final say in method of accomplishment. | ||
| D. | The contractor shall furnish all materials, equipment, and labor to complete work as described in each task order. | ||
| 1.03 | USE OF PREMISES: During the entire contract performance period, the facility MAY be occupied. Coordinate and cooperate with the using personnel in scheduling operations to minimize conflict and to facilitate government usage. | ||
| 1.04 | UTILITIES: Water and electricity will be furnished to the Contractor by the Government from the Government's existing system outlets. Utilities will be furnished at no cost to the Contractor, except for telephones which shall be the responsibility of the Contractor. | ||
| 1.05 | SCHEDULING: The contractor shall schedule work with the Contracting Officer. No work will | be performed prior to the Contracting Officer’s approval of the work schedule. | |
| 1.06 | WORK HOURS: On base work hours shall be from 7:00 am to 5:00 pm, Monday through | Friday, excluding holidays. Additional work hours shall be approved by the Contracting Officer prior to work accomplished outside the aforementioned work hours. | |
| 1.07 | OTHER CONTRACTS: Other contractors may be performing work in the general area of work under this contract. All contractors shall be required to cooperate and schedule work in such a way to permit others to perform. If for any reason a dispute arises between contractor personnel or between contractor and Government personnel, the Contracting Officer shall have the final say as to access and work schedule. | ||
| 1.08 | WORKMANSHIP: All work will be performed by trained and/or certified personnel, as applicable. |
| 1.09 | EXAMINATION OF SITE: Following notification by the Contracting | Officer that a requirement exists, the contractor will visit the site with the | Contracting Officer’s Representative. The purpose of this visit is to familiarize himself with the requirements and gain information for successful completion of the requirement. All information that is provided to the contractor in the Task order will be checked and confirmed to be complete and adequate during the initial site visit. If any discrepancies are found the contractor will notify the Contracting Officer. The Contracting Officer will review the discrepancies identified by the contractor and schedule a meeting to resolve them. NO WORK WILL BE PERFORMED UNTIL THE CONTRACTOR AND THE CONTRACTING OFFICER AGREE ON THE SCOPE OF WORK. | |
| 1.10 | CLEAN-UP: All trash shall be removed from the site on a daily basis. Upon completion of the project, all equipment, materials, and any other items associated with the project shall be removed from the project site. | |||
| 1.11 | STORAGE AREAS: Permanent storage areas or facilities shall not be made available on Eielson Air Force Base. The Contractor and the Contracting Officer’s Representative shall agree on temporary storage areas in the general location of each individual project. This area shall be used by the contractor for the duration of the individual task order. The contractor shall be responsible for the security and maintenance associated with the storage area. Storage areas shall be kept clean and in a non-cluttered appearance at all times. If the storage area is not maintained, the Contracting Officer may direct the contractor to move his storage off of the base. | |||
| 1.12 | CONTROLLED/RESTRICTED AREAS: The Contractor shall be escorted for any and all work performed in controlled or restricted areas. The escort shall be provided for the Contractor by the occupant of the facility requiring work. | |||
| 1.13 | SAFETY: The Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1 shall be used as the standard for all on the job safety procedures and requirements. | |||
| 1.14 | FIRE SAFETY: A fire safety briefing shall be conducted by the Eielson Fire Chief prior to any work on this project. Eielson Fire Safety Regulations shall be strictly adhered to. | |||
| 1.1.5 | WASTE DISPOSAL & BORROW PITS: Compliance with Eielson AFB Waste Disposal/Borrow Pit Plan is mandatory. The contractor shall submit a project specific plan for each task order. (See Tab 1.) | |||
| 1.16 | SUBMITTALS: The contractor shall submit, with offer schedule, any and all applicable certifications for pavement work. In addition, a list of intended sub contractors and proposed materials for use shall be submitted. | |||
| 1.17 | QUALITY CONTROL: | Quality Control functions shall be provided by the contractor. The contractor shall submit, with offer schedule, a detailed quality control plan as well as a management hierarchy. The Quality Control person shall not report directly to the onsite superintendant in any way. Contract inspections shall be accomplished by the Contracting Officer in consultation with the 354th Civil Engineering Squadron, Project Management Office. | ||
| 1.18 | WORK CLEARANCE: The contractor shall obtain work clearance permits prior to initiation of any work. (TAB 2--AF Form 103) | |||
| 1.19 | "ASBUILT" DRAWINGS (RECORD DRAWINGS): | |||
| A. | Maintain at the job site a set of full size contract drawings, marking in red to show all variations between the construction actually provided and the requirements indicated or specified in the contract documents, including buried or concealed construction. | |||
| B. | Where a choice of materials or methods is permitted or where variations in scope from that of the original contract are authorized, the drawings shall be marked to define the construction actually provided. | |||
| C. | Use standard drafting practices to represent such changes and include supplementary notes, legend, and detail as necessary to clearly portray the asbuilt construction. | |||
| D. | On completion of the work, deliver to the Contracting Officer the marked drawings as well as electronic version for approval and acceptance. |
PART 2 - PRODUCTS: NOT USED.
PART 3 - EXECUTION: NOT USED.
END OF SECTION
Base Paving JA-2 IDIQ Specifications
DIVISION 1 - GENERAL REQUIREMENTS
SECTION 01030 - INTERFACING OF NEW AND EXISTING WORK
PART 1 - GENERAL
| 1.01 | SECTION INCLUDES: |
| A. | Quality of work and materials to be used/reused. |
| B. | Protection of new and existing work. |
| C. | Transition between existing and new work under the scope of this contract. |
| 1.02 | QUALITY OF WORK: |
| A. | Assign the work of moving, removal, cutting, and patching to trades qualified to perform the work in a manner to cause the least damage to each type of work, and provide means of returning surfaces to appearance of new work. |
| B. | Perform cutting and removal work to remove minimum material necessary and in a manner to avoid damage to adjacent work. Cut surfaces, such as concrete and asphalt, in a straight line or at a natural point of division. |
| C. | Perform cutting and patching as specified in Section 01045. |
PART 2 PRODUCTS
| 2.01 | SALVAGED MATERIALS: Do not incorporate salvaged or used material in new construction except as indicated and/or with approval of the Contracting Officer. | |
| 2.02 | PRODUCTS FOR PATCHING, EXTENDING, AND MATCHING: | |
| A. | Provide same products or types of construction as that in existing pavement structure, as needed to patch, extend, or match existing work. | |
| B. | Generally, Contract Documents will not define products or standards of workmanship present in existing construction. Contractor shall determine products by inspection and any necessary testing. Workmanship standard shall be determined by use of the existing as a sample for comparison. |
PART 3 EXECUTION
| 3.01 | PROTECTION: |
| A. | Protect all areas adjacent to the immediate work areas from damage. Protect remaining existing work and new work from damage from vehicle and/or pedestrian traffic and from weather or temperature/humidity extremes. Repair of all collateral damage will be the responsibility of the Contractor at no additional cost to the Government |
| B. | Provide temporary enclosures as specified in Section 01500 to separate work areas from existing building and from areas occupied by Government, and to provide weather protection if appropriate. |
3.02 PERFORMANCE:
| A. | In addition to demolition specified in Section 02050, and that specifically shown, cut, move, or remove items as necessary to provide access or to allow alterations and new work to proceed. This includes: |
| 1. | Removal of items serving no useful purpose, such as abandoned piping, conduit and wiring, unless otherwise indicated. |
| 2. | Cleaning of surfaces and preparation of existing surfaces as needed to install new work. |
| B. | Patch and repair, and refinish existing items to remain to the specified condition for each material with a workmanlike transition to adjacent new items of construction. |
3.03 ADJUSTMENTS:
| A. | Where pavements are removed, patch with materials to match existing. | ||
| 1. | Where removal or addition of pavements results in adjacent spaces becoming one, rework grades as necessary to provide smooth planes without breaks, steps, or bulkheads. | ||
| 2. | Where extreme change of plane of two inches or more occurs, request instructions from Contracting Officer as to method of making transition. | ||
| 3.04 | DAMAGED SURFACES: Patch and replace any portion of an existing pavement surface which is found to be damaged, lifted, cracked, or otherwise in need of replacement with new pavement of matching material. | ||
| A. | Provide adequate repair of base and sub base prior to patching the pavement. | ||
| 3.05 | TRANSITION FROM EXISTING TO NEW WORK: | ||
| A. | When new work abuts or finishes flush with existing work, make a smooth and workmanlike transition. Patched work shall match existing adjacent work in texture, color, and appearance so that the patch or transition is nearly invisible. | ||
| B. | When finished surfaces are cut in such a way that a smooth transition with new work is not possible, terminate existing surface in a neat manner along a straight line at a natural line of division, and provide trim appropriate to finished surface. |
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01045 CUTTING AND PATCHING
PART 1 GENERAL
| 1.01 | SECTION INCLUDES: | |
| A. | Requirements and limitations for cutting and patching of work. | |
| B. | Cutting, fitting, and patching to complete work and to: | |
| 1. | Fit the several parts together, to integrate with other work. | |
| 2. | Uncover existing work to install new work. | |
| 3. | Remove and replace defective and nonconforming work. | |
| 4. | Remove samples of installed work for testing. | |
| 5. | Provide openings in nonstructural elements for penetrations of mechanical and electrical work. | |
| 1.02 | SUBMITTALS: | |
| A. | Submit a written request to the Contracting Officer no less than seven (7) calendar days in advance of cutting or alteration which affects: | |
| 1. | A pavement element that was not previously identified on the contract documents. | |
| 2. | Any appurtenance not previously identified on the contract documents. | |
| 3. | Efficiency, maintenance, or safety of any operational element. | |
| B. | Include the following in the request: | |
| 1. | Identification of project. | |
| 2. | Location and description of affected work. | |
| 3. | Necessity for cutting or alteration. | |
| 4. | Description of proposed work, tools, equipment, and shoring to be used. |
PART 2 PRODUCTS
| 2.01 | MATERIALS: | |
| A. | Use the same material as the original installation, unless specifically indicated otherwise in the drawings and technical sections of the specifications. | |
| B. | For any change in materials, submit a request for use of "or equal" products/materials in accordance with Section 01300. |
PART 3 EXECUTION
| 3.01 | INSPECTION: |
| A. | Inspect existing conditions including elements subject to damage or movement during cutting and patching. |
| B. | After uncovering, inspect conditions affecting performance of work. |
| C. | Beginning of cutting or patching means acceptance of existing conditions. |
| 3.02 | PREPARATION: |
| A. | Provide supports to assure structural integrity of surroundings. Also provide devices and methods to protect other portions of project from damage. |
| B. | Provide protection from elements for areas which may be exposed by work. |
3.03 PERFORMANCE:
| A. | Execute work by methods to avoid damage to other work, and which will provide proper surfaces to receive patching and finishing. | |
| B. | Restore damages with new products in accordance with contract requirements. | |
| C. | Refinish surfaces to match adjacent finishes. |
DIVISION 1 GENERAL REQUIREMENTS
SECTION 01050 FIELD ENGINEERING
PART 1 GENERAL
| 1.01 | RELATED DOCUMENTS |
| A. | Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. |
1.02 SUMMARY
A. General: This Section specifies administrative and procedural requirements for fieldengineering services including, but not limited to, the following:
1. Land Survey work.
2. Grade, Drainage and other Civil Engineering services.
3. As-Built and Utility Location surveys.
4. Field Engineering and Layout surveys.
| B. | Related Sections: The following Sections contain requirements that relate to this Section: |
| 1. | Division 1, Section 01010, "Summary of Work" for procedures for coordinating field engineering record surveys with other construction activities. |
| 2. | Division 1, Section 01300, "Submittals" for submitting Project Record Drawings. |
| 3. | Division 1, Section 01570, "Traffic Regulation" for procedures for coordinating field engineering record surveys. |
| 4. | Division 1, Section 01700, "Contract Closeout" for submitting final field survey with Project Record Documents and recording of Owneraccepted deviations from indicated lines and levels. |
| 1.03 | SUBMITTALS |
| A. | Location, Field Engineering and proposed Grading/Drainage Surveys: Submit 5 copies of the draft and the final approved survey drawings. Submit a certificate signed by the land surveyor or professional engineer certifying the location and elevation of existing features and utilities. |
| B. | Asbuilt Project Record Drawings: Submit 5 copies of the final approved survey drawings, and one copy of record of work performed and record survey data as required under provisions of "Submittals" and "Project Closeout" Sections. |
| 1.04 | QUALITY ASSURANCE |
| A. | Surveyor Qualifications: Engage a land surveyor registered in the state of Alaska, to perform required landsurveying services. |
| B. | Engineer Qualifications: Engage an engineer of the discipline required, licensed in the state of Alaska, to perform required engineering services. |
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTION
| 3.01 | EXAMINATION |
| A. | Identification: The Owner will identify existing control point data and utility line locations. |
| B. | Verify layout information shown on the Drawings, in relation to the field survey and existing benchmarks, before proceeding to lay out the work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction. |
| 1. | Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points or requirements to relocate reference points because of necessary changes in grades or locations. |
| 2. | Promptly replace Project control points lost or destroyed by the work of this project. Base replacements on the original survey control points. |
| C. | Establish and maintain a minimum of 2 permanent benchmarks on the site, referenced to data established by survey control points. |
| 1. | Record benchmark locations, with horizontal and vertical data, on Project Record Drawings. |
| D. | Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction. |
| 1. | Prior to construction, verify the location and elevations at manholes, headwalls and points of connection of sanitary sewer, storm sewer, fuels distribution, electrical distribution and water-service piping: |
| 3.02 | PERFORMANCE |
| A. | Work from lines and levels established by the field survey. Establish benchmarks and markers to set lines and levels at each phase of construction and elsewhere as needed to locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. |
| 1. | Advise entities engaged in construction activities of marked lines and levels provided for their use. |
| 2. | As construction proceeds, check every major element for line, level, and plumb. |
| B. | Surveyor's Log: Maintain a surveyor's log of control and other survey work. Make this log available for reference. |
| 1. | Record deviations from required lines and levels, and advise the Project Engineer when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected. |
| 2. | On completion of foundation walls, major site improvements, and other work requiring fieldengineering services, prepare a certified survey showing dimensions, locations, angles, and elevations of construction and site work. |
| C. | Site improvements: Locate and lay out site improvements, including pavements, stakes for grading, fill and topsoil placement, utility slopes, and invert elevations. |
| D. | Building Lines and Levels: Locate and lay out batter boards for structures, building foundations, column grids and locations, floor levels, and control lines and levels required for mechanical and electrical work. |
| E. | Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction. |
| F. | Final Field Survey: Prepare a final survey showing significant features within the Project area. Include on the survey a certification, signed by the surveyor, that principal metes, bounds, lines, levels and locations of the Project are accurately positioned as shown on the survey. |
DIVISION 1 - GENERAL REQUIREMENTS
SECTION 01061 ENIVRONMENTAL PROTECTION AND HAZARDOUS MATERIALS
PART 1 GENERAL
1.1 REQUIREMENTS INCLUDED
A. Reference Standards B. Licenses and Permits C. Construction Operation and Safety Plan D. Safety E. Safety and Health Program F. Fire Safety G. Use of Ionizing Radiation H. Use of Lasers I. Radioactive Materials J. Use of Radio Frequency Radiation K. Use of Ultraviolet Radiation L. Industrial Ventilation M. Protection of Nesting Birds N. Discovery of Historical or Cultural Artifacts O. Affirmative Procurement Program P. Environmental Protection Q. Environmental Protection Plan R. Hazardous Material Management S. Hazardous Waste T. Hazardous Waste Testing U. Ozone Depleting Substances V. Lead Base Paint W. Asbestos Containing Materials X. Suspected Hazardous Materials Y. PCBs & Oil-Filled or Impregnated Electrical Components Z. Cleaning & Debris Control AA. Spill Reporting / Clean-up AB. Excavation at IRP Sites AC. Sampling and Analysis Plan AD. Personnel for Contaminated Soil Sampling and Analysis AE. Contaminated Soil Sampling and Analysis Field Report AF. Storm Water Pollution Prevention AG. Wetlands AH. Borrow Pits, Imported Material, and Environmental Protection
1.2 commonly used Acronyms
| ACM | Asbestos Containing Material |
| ADEC | Alaska Department of Environmental Conservation |
| AOO | Asbestos Operations Officer |
| APO | Asbestos Program Officer |
| CO | Contracting Officer |
| EPA | Environmental Protection Agency |
| EMS | Environmental Management System |
| EPCRA | Emergency Planning and Community Right-to-Know Act |
| EPP | Environmental Protection Plan |
| ESOHTN | Environmental, Safety, and Occupational Health Training Network |
| HAZMAT | Hazardous Material |
| HAZMART | Hazardous Material Pharmacy |
| IRP | Installation Restoration Program |
| MSDS | Material Safety Data Sheet |
| NOI | Notice of Intent |
| NOT | Notice of Termination |
| NPDES | National Pollutant Discharge Elimination System |
| NTP | Notice to Proceed |
| PCB | Polychlorinated Biphenyl |
| PID | Photo Ionization Detector |
| RCRA | Resource Conservation Recovery Act |
| RSO | Radiation Safety Officer |
| SAP | Sampling and Analysis Plan |
| SWPPP | Storm Water Pollution Prevention Plan |
1.3 REFERENCE STANDards
A. Comply with all applicable laws, building and construction codes and applicable requirements of any governmental agency under whose jurisdiction this Work is being performed.
B. Federal, state and local codes and ordinances take precedence over these specifications and drawings where conflicts occur, unless the drawings or specifications call for more stringent requirements. Notify the Contracting Officer in writing of conflicts.
C. Obtain a copy of standards referenced in the various specification sections. Maintain a copy at the jobsite during execution of portion of the work to which the standard applies.
D. All work shall be governed by the more stringent provisions of these contract document requirements or the latest published edition or statute- adopted edition, of the following applicable codes, regulations and standards:
| ADA | Americans with Disabilities Act Accessibility Guidelines | |
| AFI | Air Force Instructions | |
| AS | Alaska Statutes | |
| AAC | Alaska Administrative Code | |
| ASTM | American Society of Testing and Materials | |
| CFR | Code of Federal Regulations | |
| COE | U.S. Army Corps of Engineers | |
| COE EM | Corps of Engineers Manuals | |
| COE ER | Corps of Engineers Regulations | |
| CSC | Alaska Department of Labor Construction Safety Code | |
| FAR | Federal Acquisition Regulations | |
| FWI | Fighter Wing Instructions | |
| NEC | National Electrical Code | |
| OSHA | Occupational Safety and Health Act - Federal and Alaska Regulations |
Other applicable codes and standards as applicable or as referenced by the individual specification Sections.
1.4 SUBMITTALS
A. The following applicable items shall be submitted in accordance with Section 01300, SUBMITTALS:
1. Construction Operation and Safety Plan
2. Safety and Health Program
3. Request for use of Ionizing Radiation (if required)
4. Request for use of Lasers (if required)
5. Request for use of Radioactive Materials (if required)
6. Request for use of Radio Frequency radiation (if required)
7. Request for use of Ultraviolet Radiation (if required)
8. Environmental Protection Plan.
9. Hazardous Materials Inventory (Initial, quarterly & final)
10. Hazardous Waste Accumulation Log (Initial, quarterly & final)
11. Laboratory Test Results (as applicable)
12. NOI for asbestos abatement (if required)
13. Contaminated Soil Sampling and Analysis Plan (if required)
14. Contaminated Soil Sampling and Analysis Field Report (if required)
15. ADEC Approval to Transport Contaminated Soil (if applicable).
16. ADEC Approved Disposal Facility Weight and/or Acceptance Ticket for Contaminated Soil (if applicable).
17. ADEC Approved Disposal Facility Certificate of Thermal Incineration or Disposal of Contaminated Soil along with confirmatory sample results (if applicable).
18. Storm Water Pollution Prevention Plan (if required).
19. Copy of APDES NOI and EPA approval (if required).
20. Copy of APDES NOT to EPA (if applicable).
21. Evidence of delivery of SWPPP to ADEC (if required).
22. Wetlands Permit (if Contractor obtained)
23. Phase I Environmental Assessment Certificate for Imported Borrow Materials (if required).
1.5 LICENSES AND PERMITS
A. The contractor shall obtain and maintain current for the duration of this contract, all required federal, state, and local licenses and permits. All associated fees and taxes shall be paid by the contractor without additional cost to the government.
B. The contractor shall obtain any additional Eielson AFB required permits. Current base permit requirements shall be provided to the contractor at the preconstruction conference.
1.6 CONSTRUCTION OPERATION AND SAFETY PLAN
A. Contractor shall provide a Construction Operation and Safety Plan (COSP) for all construction operations.
B. The COSP shall include the following:
1. Detailed construction schedule and work phasing with dates of operation for work elements.
2. Route maps to and from construction sites for workers and equipment and hazardous material transport routes. Route maps shall include FOD fence locations and requirements.
3. The COSP shall be submitted to the Contracting Officer at least 30 days prior to start of construction.
1.7 Safety
A. Comply with all Federal and State regulations concerning safety of personnel and equipment. All Contractor personnel shall wear hard hats and steel toe safety shoes while on the project site. All personnel shall wear hearing protection (ear muffs or ear plugs) when inside the power plant, excluding office areas, rest rooms, break rooms and other “quiet” areas. In addition, comply with the requirements of the U.S. Army Corps of Engineers’ manual, Safety and Health Requirements, EM 385-1-1 and applicable OSHA Standards.
B. Ensure that lock out, tag out procedures are established and used as directed by 29 CFR 1910.145. Comply with lock-out tag-out procedures in use by CH&PP personnel. Ensure that contractor’s personnel on-site are trained on the government’s procedures.
C. Comply with all safety, traffic and protection requirements in effect on Eielson AFB. The government shall brief the contractor on these requirements at the preconstruction conference.
D. (Include only if applicable.) Work areas in this Project may be classified as “permit-required confined spaces” or “non-permit required confined spaces.” The contractor’s certified industrial hygienist shall determine the confined space status of the project areas. Regulations and procedures for entry into “permit-required confined spaces” are contained in 29 CFR 1910.146 and 8 AAC 61.010.14. The contractor is responsible for ensuring the safety of his employees in confined spaces according to these regulations.
E. Confined Space Permit: (Include only if applicable.)
1. Provisions for confined space are outlined in 29CFR 1910.146 and ANSI Z117.1 1989 and shall be followed throughout Project.
2. Base Contact for information regarding confined Space issues is Ground Safety (354 FW/SEG, 377-4260). However, the Contractor shall process any permits required for confined space through his own safety Manager and Permit Space Program.
F. Provide safety barriers around open excavations, openings in floors and other hazards created by the contractor’s activities.
G. The Contracting Officer (CO), Power Plant Superintendent, Maintenance Foreman, Shift Foreman, or the Contracting Officer’s [Power Plant Superintendent, Maintenance Foreman or Shift Foreman, or other appropriate person]designee may direct the contractor to cease activities which, in their opinion, are unsafe or which jeopardize operations at the plant. However, this provision does not relieve contractor of sole responsibility for safety for project activities.
H. The contractor shall protect base residents and the general public from harm in the construction area.
1.8 SAFETY AND HEALTH program
A. The contractor shall have a developed and maintained written Safety and Health Program (SHP) in compliance with the requirements of OSHA standard 29 CFR 1910.120(b) (1) through (b) (4). Relevant portions of 29 CFR 1910 Subpart Z – Toxic and Hazardous Substances; 29 CFR 1926 Subparts 21(b), 651(g), and 800(h) & (i); 8 AAC 61 Subchapter 10; 118 AAC 75; COE ER 385-1-92; and COE EM 385-1-1. The SHP shall incorporate an Accident Prevention Plan and description of work phase safety plans as required by SECTION 01.A Of COE EM 385-1-1. The level of detail provided in the SHP shall be tailored to the type of work, complexity of operations to be accomplished, and the hazards anticipated. The SHP shall be reviewed and signed by a Certified Industrial Hygienist or Certified Safety Professional. All subcontractors shall comply with the prime contractor’s SHP unless the subcontractor has submitted a separate SHP through the prime contractor. The SHP shall be updated as required. The SHP shall be submitted in its entirety to the contracting officer prior to any work on the site.
B. The SHP shall provide evidence of related safety and health training received by the supervisors and employees. Supervisors’ and employees’ qualifications shall be submitted to the Contracting Officer for approval. Acceptability shall be determined on the basis of education, training, experience and past performance. Additionally, at least one person certified in first aid and CPR by the Red Cross, or equivalent agency, shall be present on site during all field operations.
C. The Site Specific Safety and Health Plan part of the SHP shall be prominently displayed at the job site. Alaska Statutes 18.60.066 - .068 shall also be displayed at the same location.
D. [Delete if not applicable] If construction occurs at an Installation Restoration Program (IRP) site, the contractor shall ensure full compliance with all terms of OSHA 29 CRF §1910.120, to include:
1. A written site specific Health & Safety Plan IAW OSHA standard 29 CFR §1910.120 (b).
2. An appointed general supervisor and a site safety and health supervisor per 29 CFR §1910.120 (b).
3. Current Hazardous Waste Operations and Emergency Response (HAZWOPER) certification for all contract personnel having access to the IRP site per 29 CFR §1910.120 (e).
1.9 Fire Safety
A. Comply with all fire safety and protection requirements in effect on Eielson AFB. The government shall brief the contractor on these requirements at the preconstruction conference.
B. Prior to beginning any welding, use of open flame device, or any activity that produces sparks, obtain a “hot work permit” (AF Form 592, USAF Welding, Cutting, and Brazing Permit) from base Fire Department. The permit shall be renewed each day welding or open flame devices shall be used.
1. If the contract work requires numerous days of hot work, the contractor may elect to have one of his on-site personnel designated as a Permit Authorizing Individual (PAI). The contractor’s PAI may issue hot work permits at the work site, thus avoiding the requirement for daily permits issued by the Fire Department.
2. The contractor’s PAI shall be the on-site superintendent, a foreman, the contractor’s safety manager, or other individual with sufficient knowledge and experience to recognize unsafe work practices or conditions and having authority to stop work immediately if such unsafe practices or conditions are observed. To be designated as a PAI, a person must schedule and successfully complete PAI certification training offered by the base Fire Department. The PAI certification training is estimated to last 60 to 90 minutes.
3. Fire Department personnel may periodically visit the site to ensure the contractor is complying with fire safety requirements. A PAIs certification may be revoked if the PAI has failed to issue permits on days when hot work is performed, or if unsafe practices or conditions are observed.
4. Questions concerning these requirements may be directed to Fire Prevention Office, 354 CES/CEFT, Eielson AFB, 377-1293.
C. The contractor shall notify the Fire Department at 377-4156 and Fire Prevention Section at 377-1293 a minimum of 72 hours before, and again immediately prior to, temporarily closing any street or building access, interrupting water service to any fire hydrant or interrupting the operation of any fire detection, alarm or suppression system. The fire department shall be immediately notified upon reopening closed areas, restoration of water service to any fire hydrant, or reactivation of any detection, alarm or suppression system. This notification requirement is in addition to other contract requirements.
D. Provide a 10 lb, ABC fire extinguisher at all work areas.
1.10 Use of Ionizing Radiation (IR)
A. Submit a written request for approval at least 30 calendar days before commencement of activities which require the use of IR generating devices.
B. Submit request to the Base Radiation Safety Officer (RSO) at the Bioenvironmental Engineering Office (354 MDOS/SGOAB, Phone: 377-6687) with a courtesy copy to the Contracting Officer. Request shall include:
1. Description/Characteristics:
a. X-ray unit manufacturer.
b. Model number.
c. Serial number.
d. Maximum kVp, mA, Sec.
e. Ionizing radiation source/emitter (electron tube).
2. The part of the Air Force contract describing work to be done at the base and the inclusive dates of such work.
3. An acknowledgment that the RSO may make initial and periodic checks to ensure the contractor is following applicable radiological health and safety practices which prevent unnecessary exposures to Air Force personnel.
1.11 use of lasers A. Submit a written request for approval at least 30 calendar days before commencement of activities which require the use of a laser.
B. Submit request to the RSO with a courtesy copy to the Contracting Officer. Request shall include:
1. Description/Characteristics:
a. Manufacturer.
b. Model.
c. Number of same units.
d. Serial number(s).
e. Laser medium.
f. Mode of operation (i.e. continuous wave (CW), single pulse, multiple pulse).
g. Maximum exposure time (train length).
h. Ime (sec) & wavelength.
i. Energy/pulse (J) or CW power (W).
j. Pulse repetition frequency.
k. Pulse width.
l. Beam diameter (at 1/e point).
m. Beam divergence (at 1/e point).
2. The part of the Air Force contract describing work to be done and the inclusive dates of such work.
3. An acknowledgment that the RSO may make initial and periodic checks to ensure the contractor is following applicable radiological health and safety practices which prevent unnecessary exposures to Air Force personnel.
1.12 Radioactive Materials (RAM):
A. Prior to bringing RAM onto Eielson AFB property, the contractor shall obtain permission from the RSO. To obtain approval, forward an application to the RSO and a courtesy copy to the Contracting Officer at least 30 calendar days before the planned date for commencement of activities on the installation. Requests shall include:
1. A description of the proposed activities on NRC Form 241, Report of Proposed Activities in Non-Agreement States, (the 180-day limitation on the form does not apply to organizations holding an NRC license). Contractors possessing Agreement State Licenses shall also submit an NRC Form 241 to NRC in compliance with 10 CFR 150.21. Contractors requiring more than 180 days of operation per calendar year on the installation shall possess an NRC license.
2. The procedures established to ensure radiological health and safety of Air Force personnel and the public while on Air Force installations on site and the name of the responsible contractor representative.
3. A current copy of the applicable NRC, or Agreement State license. Expired licenses are unacceptable. To be valid at the installation, the license must either specifically state the installation by name on the license or state approval for work at temporary job sites anywhere in the United States where the NRC or Agreement State maintains jurisdiction. DoE or DoE prime contractors must provide, in lieu of a license, written certification of their exemption from NRC licensing requirements and cite the applicable exemption of 10 CFR.
4. The part of the Air Force contract describing work to be done and the inclusive dates of such work.
5. An acknowledgment that the base RSO may make periodic checks to ensure the contractor is following applicable radiological health and safety practices which prevent unnecessary exposures to Air Force personnel and prevent potential contamination of government property.
1.13 Use of Radio Frequency (RF) Radiation
A. Prior to using equipment generating RF radiation in excess of seven watts peak power and a frequency of 1000 MHz or greater on Eielson AFB, the contractor shall submit a written request for approval at least 30 calendar days before commencement of activities, which require the use of the RF generating device.
B. Submit request to the RSO, with a courtesy copy to the Contracting Officer. Submittal shall include:
1. Description.
2. Nomenclature.
3. Location of emitters.
4. Quantity.
5. Frequency (MHz).
6. Pulse width (microsecond.).
7. Pulse repetition freq. (pps).
8. Peak power (kW).
9. Antenna size (feet--horizontal/vertical).
10. Antenna bandwidth (degrees-- horizontal/vertical).
11. Antenna gain (dB).
12. Scan rate (rpm).
C. The part of the Air Force contract describing work to be done at the base and the inclusive dates of such work.
D. An acknowledgment that the RSO may make initial and periodic checks to ensure the contractor is following applicable radiological health and safety practices which prevent unnecessary exposures to Air Force personnel.
1.14 Use of Ultraviolet (UV) Radiation
A. Submit a written request for approval at least 30 calendar days before commencement of activities which require the use of UV generating devices on Eielson AFB.
B. Submit request to the RSO, with a courtesy copy to the Contracting Officer. Request shall include:
1. The part of the Air Force contract describing work to be done at the base and the inclusive dates of such work.
2. An acknowledgment that the RSO may make initial and periodic checks to ensure the contractor is following applicable radiological health and safety practices which prevent unnecessary exposures to Air Force personnel.
1.15 INDUSTRIAL VENTILATION
A. Contractor shall notify the Contracting Officer and Bioenvironmental (BE) 10 working days prior to any industrial ventilation systems (systems which control a hazard) being evaluated for acceptance. BE may perform or observe all tests for any new or renovated system prior to initial startup to determine if the system shall control the hazard. BE may be present for the tests of fan speed and rotation, and fan motor load and may be present for or conduct tests of air flow in all fume hoods.
1.16 PROTECTION OF NESTING BIRDS
A. Federal law prohibits disturbing bird nests containing eggs or birds too young to fly. Harassment of birds to force them to abandon an occupied nest is also illegal. If the contractor removes nests or harasses birds in violation of federal and state law, the contractor is responsible for any charges filed by US Fish and Wildlife Service or State of Alaska Department of Public Safety and is the liable party.
B. If an occupied bird nest is discovered, the contractor shall cease activities in the vicinity of the bird nest until the young birds are able to fly and leave the nest under their own power.
C. Cliff swallow nests are usually the greatest threat to construction projects. As a general rule, cliff swallows can begin nest construction any time between 10 May and 21 July.
D. The contractor shall be responsible for control of new nest construction after issuance of Notice to Proceed (NTP). The contractor shall survey the work area daily for new nest construction. To avoid project delays, the contractor shall remove all nests discovered before the nests have been completed and occupied.
E. The contractor shall be responsible for any increased cost or delay resulting from a nest constructed and occupied in the work area after NTP has been issued.
1.17 discovery of historical or cultural artifacts A. Should any historical artifacts or cultural resources be unearthed, stop excavating and immediately notify the Contracting Officer.
1.18 affirmative procurement program A. The contractor is encouraged to recycle materials that shall be discarded as waste. Items that can be recycled in this community are asphalt, metals, antifreeze, batteries, paper/cardboard, used oil. This list is not all inclusive.
B. These standards apply to all new construction, demolition, rehabilitation, alteration, modification, repair, and maintenance of existing facilities.
1. In an effort to comply with the affirmative procurement requirements of Section 6002 of the Resource Conservation Recovery Act (RCRA) and Executive Order 13101, the government strongly promotes the use of the recycled and recovered materials and products identified in the Environmental Protection Agency’s Comprehensive Procurement Guidelines.
2. Recycled and recovered materials and products shall be considered first before any other materials and products shall be accepted. Recycled and recovered materials and products shall be used throughout the project unless they either do not meet the requirements of this specification, delay the progress of the work, or are cost prohibitive
3. Examples of these materials and products are detailed below. These are recommended quantities and represent minimum compliance. The actual requirement is to use the maximum amount of recycled material possible, while meeting the performance specifications.
1.19 Environmental protection
A. The Contractor shall comply with all applicable federal, state, and local laws and regulations covering environmental pollution control and abatement, and the specific requirements stated elsewhere in the contract specifications. In addition, the contractor shall comply with any applicable base instructions and plans. If requirements differ between any of the regulatory agencies, the most stringent requirement applies.
B. All general construction wastes, other than those specifically allowed, or required to be disposed of on-base shall be legally disposed at an off-base sanitary landfill. Handling and disposal of hazardous materials and hazardous wastes is described later in this Section.
C. Before disposal of concrete in either Flight Line pond or Quarry Hill, the contractor shall complete the C&D form at the end of this Section. To retain concrete disposal privileges the contractor will provide reports weekly to CEAN. These reports may be faxed to CEAN at 377-3367.
D. [Plan is required for ALL projects]Comply with the requirements of the “Eielson AFB Waste Disposal\Borrow Pit Plan”.
[Plan is required for ALL projects]For Design / Build Projects - Complete an electronic version of the Eielson AFB Waste Disposal/Borrow Pit Worksheet and submit to 354 CES/CEAN. Eielson Natural Resources personnel shall fill out part II. Comply with the requirements of Part II of the “Eielson AFB Waste Disposal\Borrow Pit Worksheet” (“Eielson AFB Waste Disposal\Borrow Pit Plan”).
E. Part II, Eielson AFB Waste Disposal / Borrow Pit Worksheet.
1. Review the contractor-determined waste, quantities, and disposal methods. If hazardous waste is generated due to the project scope (i.e. disposal of LBP chips), the contractor shall dispose of this material through the Eielson Hazardous Waste Facility in properly marked containers with sample analysis provided at the time of delivery. If waste is to be disposed of at designated base disposal sites, the following applies:
a. Concrete – Concrete must be screened for asbestos, POLs, LBP and glycols prior to disposal. All painted concrete must be screened for LBP using XRF. If results are greater the 1 mg/cm2, then a TCLP test must be performed prior to disposal. At no time can the concrete contain free flowing liquids. Submit the completed C&D form prior to disposal.
b. Asbestos Containing Material: All disposal must be coordinated through the 354 CES/CEAN. If Eielson’s asbestos landfill is used for disposal, contact the base Insulation Shop (354 CES/CEOII). Waste must be properly contained.
c. Overburden, Unsuitable Soils, Vegetative Material: Only clean material (no POL or glycol contamination) will be accepted. Natural Resources (354 CES/CEAN) will determine the location for disposal.
F. Comply with the Spill Reporting Procedures for both contractor caused spills and suspected contaminated soils or water discovered during excavation, as prescribed in the Appendix. Retain signed copies at the contractor’s on-site office throughout construction.
G. Post the spill reporting placard (Example located at the end of this Section) at the on-site office in a conspicuous location. Ensure employees and subcontractor employees are aware of the location of the placard and of proper reporting procedures.
H. Comply with the Eielson AFB Fugitive Dust Emission Plan. Fugitive dust emissions (airborne dust generated by vehicles operating on unpaved surfaces, transfer or transport of dust producing materials, soil stockpiling, etc.) shall be controlled at the construction site, along haul routes and at staging areas. Water spraying shall be conducted as necessary, determined by contracting officer, to minimize fugitive dust generation. Limit traffic speeds on all unpaved road surfaces to 15 mph. Any uncontaminated dirt or mud, which is tracked onto paved roadways shall be cleaned away that day. Depending on conditions, the roadway will be watered before cleaning or if a street sweeper is used, it will have a water system that controls dust around the sweeper during operation.
1.20 ENVIRONMENTAL PROTECTION PLAN
A. The contractor shall submit, and comply with the approved provisions of an Environmental Protection Plan.
B. Prior to commencing construction activities or delivery of materials to the site, the contractor shall submit an Environmental Protection Plan for review and approval by the Contracting Officer and the 354 CES/CEAN. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the contractor must address during construction. The contractor shall address each topic at a level of detail commensurate with the environmental issue and required construction task(s). The contractor shall include environmental issues associated with the specific project. After submittal and review of the Environmental Protection Plan, the contractor shall meet with the Contracting Officer and the 354 CES/CEAN for the purpose of discussing the implementation of the Environmental Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the contractor's environmental plans. The Environmental Protection Plan shall be current and maintained onsite by the contractor.
C. The ENVIRONMENTAL PROTECTION PLAN (EPP) shall include, but is not limited to, the following listed items. Respond to all listed items. If an item is not applicable to project work, then give a short explanation of why it is not. Include discussions of any other environmental issues germane to the work, even if a particular topic may not appear in the following list.
1. Name(s) and contact information of person(s) within the Contractor's organization who is…
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 .