Attachment 3 - Specifications and SOW.pdf

JBER

Joint Base Elmendorf-Richardson

ALASKA

FXSB 20-1063

Construct Canopy and Pad Bldg 15380

D E P A R T M E N T O F T H E A I R F O R C E

673 R D C I V I L E N G I N E E R S Q U A D R O N ( P A C A F )

J B E R A L A S K A 9 9 5 0 6

Construct Canopy and Pad Bldg 15380

SPECIFICATION INDEX

SECTION TITLE

01010 TECHNICAL PROVISIONS

01020 SCOPE OF WORK

01435 SPECIAL INSPECTIONS

01500 ENVIRONMENTAL PROTECTION ON JBER

01600 MANAGEMENET OF HAZARDOUS & SOLID WASTE-JBER

01720 ASBUILT DRAWINGS

02200 EXCAVATION, TRENCHING, AND BACKFILLING

02410 DEMOLITION

02605 CRUSHED AGGREGATE BASE COURSE

02936 SEEDING

03000 CONCRETE SIDEWALK, PADS AND CURB AND GUTTERS

03300 CAST-IN-PLACE CONCRETE

07900 JOINT SEALERS

09900 PAINTING

14000 OPERATION OF THE ON BASE-GRAVEL EXTRACTION SITE

16010 BASIC ELECTRICAL REQUIREMENTS

Section 01010 Technical Provisions

01010-1

SECTION 01010

TECHNICAL PROVISIONS

GENERAL

1. PROJECT LOCATION

1.1 All work under this project will be performed on Joint Base Elmendorf-Richardson (JBER). Work areas and limited access areas are shown on drawings.

2. NOTIFICATION OF WORK START

2.1 The Contractor shall give at least 10 working days advance notice in writing to the Contracting Officer at 10480 22nd Street, Joint Base Elmendorf-Richardson (JBER) prior to beginning any work under the scope of this project.

2.2 Coordinate with appropriate utility locating agencies, including base communications cable maintenance (Item 1 through 19) of 673rd ABW Form 3 (Base Civil Engineer Work Clearance Request). Form 3 will be given to the contractor during the pre-construction meeting. Contractor shall complete and follow all instructions on Form 3 before start of work in accordance with Wing Instructions (WI 32-1007) “Safeguarding Utilities From Damage”. A copy of the Wing Instructions will be available to the contractor during the pre-construction meeting.

2.3 Contractor shall schedule a meeting time to meet with each utility agency at the work site to locate affected utilities.

2.4 Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor, unless otherwise approved by the Contrcating Officer. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average shop rate of $35.00 per man-hour. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing.

When construction resumes, contractor shall re-mark the site and may request verification of utility locations at no additional cost to him (Off Base utility locates agencies might request additional cost for repeat locates).

2.5 Clearance request is not valid until signed by the approving officer (Block 23 of Form 3). Approving officer will not sign until all locates are marked and all utility locating agencies signatures are on the form. Excavation work shall commence within 30 days after the approving officer’s signature, otherwise clearance request is invalid and a new

01010-2 request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

2.6 The contractor is considered a “construction agency” for compliance with the provisions of WI 32-1007”.

3. WORK SCHEDULE

3.1 Work Hours: Work hours on this project shall be limited to Monday through Friday inclusive, between 0700 hours through 1700 hours, excluding federal holidays, unless approved otherwise in writing by the Contracting Officer. Should the Contractor desire to work other than these hours, Contractor must request approval of deviation in writing at least 72 hours prior to the period of the intended deviation. The Contractor shall not accomplish the deviation in work hours unless permitted to do so in writing by the Contracting Officer.

4. FIRE AND SAFETY REGULATIONS

4.1 The Contractor shall comply with all latest national, state, local and Air Force fire and safety regulations. A copy of Air Force and Joint Base Elmendorf-Richardson (JBER) fire and safety regulations can be reviewed at the Contract Management Office, 673 Civil Engineer Squadron, Bldg 730 on JBER-Richardson.

4.2 Prior to using any open flame devices, welding equipment and other similar operations contractor and subcontractor personnel performing this type of work shall be certified to issue AF Form 592, USAF Welding, Cutting and Brazing Permit. Certification training is provided by appointment on Thursdays at 0800 and can be scheduled by contacting Technical Services at 384-5555. If permits are required for hot work prior to attendance in the certification class by contractor personnel, permits may be obtained through Construction Management. Compliance with the requirements set forth in NFPA Standard No 241 (Building Construction and Demolition Operations), NFPA 51B, AFI 91-205, is mandatory.

4.3 Training of Contractor Employees: Contractor shall ensure that all Contractor employees, including the employees of subcontractors receive an initial fire reporting procedures briefing prior to beginning any work under the scope of this project. The Contractor’s designated safety representative shall conduct this briefing. As new employees of the Contractor and subcontractor are added during completion of this project, the Contractor shall submit a written record of all of his/her employees and subcontractor employees receiving this briefing.

4.4 Contractor Fire Prevention Responsibility

4.4.1 The contractor shall provide a “firewatch” person during all welding performed on-base, which includes any welding work on heavy equipment anywhere on-base.

4.4.2 It is the inherent responsibility of the Contractor to practice good fire prevention measures while working on Elmendorf Air Force Base.

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4.4.2.1 When work is accomplished in/on structures, contract personnel will confine smoking to established/designated smoking area(s).

4.4.2.2 Flammable paints, oil, varnishes, etc., stored in inside storage shall be in a metal storage cabinet or in outside storage in a controlled area. Flammables being used outside of these areas are limited to a one day supply.

4.4.2.3 Temporary wiring must be in compliance with Article 305 of the National Electric Code.

4.4.2.4 The Contractor will be responsible for notifying the base fire department and 673 CES Alarm shop prior to any alarm or sprinkler system shutdowns at least 48 hours in advance.

4.4.2.5 Welding, cutting or brazing will only be done after a valid AF Form 592 has been issued by an individual certified by the Base Fire Protection Flight to issue welding permits

4.4.2.6 Fire extinguishers required during construction will be supplied by the Contractor.

The contractor shall provide at least 2 operating fire extinguishers at the hot work location.

4.4.3 Questions concerning fire prevention can be referred to the Technical Services Section at extension 384-5555.

5. RECORD DRAWINGS

5.1 Prepare record drawings using best quality contract prints to show all construction changes from the Contract Documents, redlined in a legible manner for reproduction by photocopy process.

5.2 Show any deviation from Contract Documents with reference to locations, sizes, methods and materials.

5.3 Each drawing of the entire set shall be marked in the large letters "RECORD DRAWING" and dated.

5.4 Each drawing shall be corrected to reflect every amendment, modification and field change.

5.5 Mechanical drawings shall show to scale locations of all valves, cleanouts, covers, splice box covers, all outside underground utilities such as gas lines, electrical lines, etc., which do not have surface covers to clearly indicate their underground locations.

5.6 Conversion of Schematic Layouts

5.6.1 In most cases on the Drawings, arrangement of conduits and circuits, piping, ducts and other similar items are shown schematically, and are not intended to portray

01010-4 precise physical layout. Final physical arrangement shall, be as determined by the Contractor, subject to the Contracting Officer's approval. However, design of future modifications of the facility may require accurate information as to the final physical arrangement of items and location of utilities, which are shown only schematically on the Drawings.

5.6.2 Show on the job set of Record Drawings, by dimension accurate to within 1" (25 mm), the centerline of each run of items such as described below. Clearly identify the item by accurate note such as "cast-iron drain", "galv. water pipe", etc. Show, by symbol or note, the vertical location of the item ("under slab", "in ceiling Plenum", "exposed", etc.). Make all identification sufficiently descriptive that it may be related reliably to the Specifications.

5.7 Deliver record drawings to Contracting Officer within 30 days after completion of the work on this task order. Follow requirements in section 01020 General Notes “J”.

5.8 Requirements for record drawings shall be tailored to the specific project scope. The items indicated above are examples only and are not to be construed as all inclusive.

6. SAMPLING AND TESTING

6.1 Unless otherwise stated herein, or designated otherwise in writing by the Contracting Officer, all required sampling and testing shall be by the Contractor at his own expense.

All tests shall be performed using specified testing procedures, or if no procedure is specified, the standard testing procedure used by the ASTM will be used. At least 72 hours prior to performing any testing, the Contractor shall notify the Contracting Officer when such testing will be performed so that the test may be observed by the Contracting Officer and/or his/her designated representatives. In addition to the specified testing requirements herein, the Government may perform additional verification testing at its own expense.

7. UTILITIES

7.1 Reasonable amounts of water, electricity and other available utilities will be furnished to the Contractor at no cost to the Contractor. The Contractor shall exercise strict conservation practices in the use of these utilities. Should the Contractor be found to be not using utility conservation practices, then the cost of this utility use will be passed along to the Contractor for the remaining performance period of the Contract.

Telephone services for Contractor use can be secured at the JBER Anchorage Telephone Utility Office, 10492 Necrason Avenue, JBER, with the cost of the telephone service borne by the Contractor.

8. UTILITY OUTAGES

8.1 Scheduled: Request for all outages and interruption of utility services shall be made in writing to the Contracting Office at least 10 working days prior to the desired period of

01010-5 outage. All outages are subject to approval, in writing, by the Contracting Officer and will be allowed only at the convenience of the Government. This notification shall be made prior to the utility outage and in sufficient time to give the utility personnel ample opportunity to arrange and schedule discontinuance of utility services. The Contractor shall hold all outages to a minimum number of shortest possible duration.

8.2 Unscheduled: Reimburse the US Government for man-hours, materials, and circuit cost when damage to or interruption of service on any cable occurs through negligence of the excavator/contractor, including any failure to obtain proper coordination of Wing Form 3 prior to commencement of construction or excavation in accordance with paragraph 9.1 of this section.

9. CLEARANCE WORK REQUEST

9.1 Permit: Before any excavation, alteration or other construction work is begun, the Contractor shall obtain and fully process a 673 Air Base Wing Form 3, Base Civil Engineer Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information and sketches regarding any proposed excavation(s). Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. Contractor shall expect two weeks to process this form, and during military exercises it could take longer. This form can be obtained from the Construction Management Office, 673 CES , Joint Base Elmendorf-Richardson (JBER), 730 Quartermaster Drive; it shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer. Completion of WG Form 3 includes certifying compliance with institutional controls indicated by 673 CES/CEV, coordination in getting the form coordinated, and returning the form to the Environmental office when the project has been completed.

9.2 On “Tuesdays and Thursdays” of every week from 1 April through 15 October, all CE shops with exception of the environmental section will be assembled in the HVAC Break room located in the 773 CES compound at 5327 Kenney Avenue between 0800 and 1000. Contractors shall visit this CE “one stop shop” to schedule a locate.

Contractors shall bring a copy of their project site plan for CE shops to review. If a CE shop has a utility in the proposed construction area, utility locate will be scheduled. A shop will not sign off on the WG Form 3 until the locate is performed. If a shop does not have a utility in the construction area, their particular block on the form will be signed. CE shops have up to 72 hours to perform a locate. CE Environmental Flight has up to 3 days to process the permit. During the remainder of the year, contractors shall process the form by taking it to all shops. Emergency work is an exception;

contractors shall take the forms through the shops during any day of the week.

Contractors are still responsible for contacting the offices/agencies other than CE (on and off Base). The CE Construction Management Office’s and the Approving Officer’s signatures shall be the last signatures required.

01010-6

9.3 Protection of Existing Utilities: The Contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling in accordance with WI 32-1007 (Safeguarding Utilities From Damage).

Any damaged utilities caused by contractor’s negligence shall be repaired immediately at no additional cost to the government.

9.4 Contractor shall restore damaged communications cable(s) and circuits to original condition and full operation if any damage does occur. Notification of damage shall be made immediately to the Base Telephone Trouble desk, 552-4647, and to the Contracting Officer; restoration efforts shall commence within 1 hour. Failure to commence restoration within the required time limit, or to make continuous progress toward restoration, or to complete acceptable restoration within a 4-hour time limit or an alternate time limit negotiated with and established by the Contracting Officer, shall result in suspension of all other contract work until acceptable restoration is completed and approved by the Contracting Officer.

9.4.1 In cases where a cable is damaged for reasons noted above, the Contractor shall, if lacking the qualified trades in his organization, employ as necessary such qualified trades or employ another Contractor having such trades to restore the cable and circuits to original condition and full operation at no expense to the Government.

9.4.2 The Government reserves the right to protect a damaged cable from further damage or deterioration and the right to restore priority circuits; these actions shall not relieve the Contractor of his full responsibility for restoration.

10. WARRANTY STICKERS

10.1 All materials, equipment and other installations specifically designated within the Contract to be covered by warranty or warranted by the manufacturer shall have an Optional Form 274 affixed in a conspicuous space or forwarded to the Construction Management Section, Base Civil engineer if attachment is not practical. The required forms will be made available to the Contractor in sufficient quantity by the Contracting Officer. The forms shall be properly completed by the Contractor and shall be signed and dated by the Contractor in accordance with the applicable warranty provisions in effect at the time of the work.

11. CONTRACTOR'S USE OF PREMISES

11.1 This utility project will be constructed while facilities, which are using these services, will continue to be in use and occupied during the construction. The Contractor shall coordinate all work to minimize inconvenience to facility occupants and to airfield operations.

11.2 The Contractor shall be responsible for moving equipment required for access to complete the work.

11.3 The Contractor shall take efforts to hold dust and noise to a minimum. Contractor shall comply with base quiet hours (2200 to 0600).

01010-7

11.4 The Contractor shall not use traffic ways for storage areas unless granted permission to do so in writing by the Contracting Officer. At no time shall the Contractor block hallways, traffic ways, or other access areas.

12. ACCESS TO CONSTRUCTION SITE

12.1 Contracting Officer will designate access routes to the site as shown on the drawings, for use by Contractor and his work force.

12.2 Contractor will be responsible to maintain, repair, and restore existing work areas, which are used by him and his work force to the original conditions immediately prior to his commencement of work.

12.3 Employee parking shall be restricted to those areas so designated.

12.4 The Security Police will enforce traffic regulations, parking area assignments and security and the Contractor shall cooperate and coordinate to the fullest extent.

12.5 Contractor shall provide to the Contracting Officer, Security Police, and entry control personnel, 72-hour advance notice for each entry into restricted areas. Delays due to lack of providing the 72-hour notice to enter these areas shall be at the Contractor's expense.

13. CONTRACTOR'S STORAGE AREA

13.1 The Government will provide an outside area adjacent to the work area for Contractor's storage. The Contractor shall be required to maintain this area to the satisfaction of the Government. The Contractor shall erect an approved temporary fence around this storage area. The fence shall be 6’ high chain link, screened with slats or fabric.

Submit fence plan for approval. The Government in no way will be responsible for the security of any items stored in this area. Contractor will return the area in the same condition as when he received it.

14. BARRICADES

14.1 Construct and maintain barricades as required by OSHA and Wing Safety personnel, sufficient to prevent injury to persons and damage to property.

14.2 Cover unattended trenches and holes.

14.3 Provide and maintain warning lights and signs, as necessary, to prevent damage or injury. Keep warning lights burning from dusk to dawn.

15. COLD WEATHER OPERATIONS

15.1 If any part of this project is pursued during periods of cold or inclement weather, the Contractor shall take all appropriate precautions to protect facilities and work involved in the project scope from damage by cold/or inclement weather.

01010-8

16. NOT USED.

17. SUBMITTALS

17.1 Government review time for submittals will normally be 15 calendar days. Submittals with complicated mechanical or electrical items or submittals with a large number of items will require 20 calendar days review time.

17.2 Rejection of submittals for technical violations of the drawings or specifications will not be grounds for an extension of the performance period. If re-submittals are required, all parts of the original submittal package will be resubmitted together with changes so that coordination may be maintained.

17.3 All submittals will be submitted in 3-ring binders with clearly marked tabs separating each item. Submittals will be consolidated by type (i.e. mechanical, electrical) and all submittals for each specification section will be submitted at the same time.

17.4 Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in four copies. Each certificate shall be signed by an official authorized to certify on behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the test to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

17.5 Submittals followed by the designation “G” are for Government approval. All other submittals shall be submitted to the Government for record purposes only. Submittals shall be reviewed and approved by the Contractor’s Quality Control personnel prior to submission to the Government.

18. CODES

18.1 References to standards, codes, specifications, recommendations and regulations refer to the latest edition/printing issued prior to the bid opening date.

18.2 These Construction Documents, and the joint and several phases of construction hereby contemplated are to be governed, at all times, by applicable provisions of the Federal Law(s), including but not limited to, the latest amendments of the following:

18.2.1 Williams-Steiger Occupational Safety and Health Act of 1970, Public Law 91-596.

18.2.1.1 By agreement between the US Department of Labor, Occupational Safety and Health Administration (OSHA) and State Department of Labor, Division of Occupational Safety and Health (DOSH), applicable OSHA regulations as amended by the State of Alaska are enforced for Contractors and Contractor personnel only

01010-9 by DOSH. At no time will the level of protection afforded the worker be less than the most strict of either the Federal or State regulations.

18.2.1.2 Code of Federal Regulations, Title 29, Parts 1910 (Occupational Safety and Health Standards) and 1926 (Safety and Health Regulations for Construction).

18.2.2 Federal Standard 313B, as it pertains to the procurement, identification, marking and control of potentially toxic or hazardous materials, and to the reporting of information concerning these materials.

18.2.3 Uniform building, mechanical and plumbing codes.

18.2.4 National Electric Code.

18.2.5 NFPA 101, Life Safety Code.

18.2.6 NFPA 30, Flammable and Combustible Liquids Code

18.3 Applicable portions of standards listed in the Specifications that are not in conflict with Contract Documents or with the Federal Acquisition Regulations (FAR).

18.4 Any and all Air Force, 3rd Wing or Elmendorf Base Regulations as pertain to construction, safety, fire, health and associated activities are hereby made part of this Specification.

18.5 Modifications or exceptions to standards shall be considered as amendments, and unmodified portions shall remain in full effect.

19. TECHNICAL SPECIFICATIONS

19.1 The Specifications have been partially "streamlined" and some words and phrases have been intentionally omitted. Missing portions shall be supplied by inference as with notes on drawings.

19.2 The words "approved", "inspected", "directed", "selected", and similar words and phrases shall be presumed to be followed by "by Contracting Officer". The words "satisfactory", "submitted", "reported", and similar words or phrases shall be presumed to be followed by "to Contracting Officer".

19.3 Words like "install", "provide", "furnish", and "supply" shall be construed to include complete furnishing and installing or constructing unless modified by additional information.

19.4 Instructions, directions and requirements as specified shall be considered to be followed by the phrase "unless otherwise specified or indicated".

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20. GOVERNMENT FURNISHED MATERIAL AND EQUIPMENT: None

21. SALVAGE

21.1 Equipment and materials indicated on the drawings or directed in the field for reuse shall be approved by the Contracting Officer before re-installation. Contract amount includes cleaning, conditioning and re-installing materials indicated for reuse.

21.2 Any excess equipment and materials selected to remain the property of the Government shall be removed by the Contractor and delivered to the Property Disposal Officer, 12745 Richardson Hwy, or as directed by the Contracting Officer.

22. DISPOSAL OF DEBRIS

22.1 Solid Wastes: Contractors will be required to dispose of all solid wastes generated by base projects at state permitted off-base sanitary landfill facilities.

22.1.1 All wastes including asbestos containing materials (ACM) will be disposed of in the Hiland Waste Disposal Facility located near Hiland Road and the Glenn Highway.

22.1.1.1 Waste hauling from Joint Base Elmendorf-Richardson (JBER) to off-base disposal locations will meet or exceed all requirements and restrictions levied by the State of Alaska and the Municipality of Anchorage, including:

22.1.1.1.1 Meeting of any weight restrictions for any public roadways utilized.

22.1.1.1.2 Covering and securing all loads of waste other than earth materials to ensure that no materials are lost from each load during transit.

22.1.1.1.3 Prevention of overloading with earth materials such that load contents are prevented from escaping during transit.

22.2 Liquid Wastes

22.2.1 Runoff and residues generated from any process including water-washing processes shall not be directly wasted to the sanitary sewer or to the storm drain system. They shall be collected, sampled and disposed of based on the results of the analysis of samples, compliance with EPA requirements and this specification.

23. HEALTH HAZARDS

23.1 Health Hazards: The Contractor shall comply with the following sections of this specification regarding the recognized health hazards – Section 01120 and 01121.

23.2 Confined Spaces: The Contractor shall comply with 29 CFR 1910.146 and AFI 91-203 for confined space procedures. Contractor shall coordinate with the 673 WG/SEG (Safety Office) to determine which spaces on Base are designated as confined spaces, and that any joint entry by Contractor and Air Force personnel must be coordinated by

01010-11 the Base Confined Space Entry Team (Safety, Bioenvironmental Engineering and Fire Department).

24. ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS

24.1 The Contractor shall strictly comply with Section 01120 of this specification for protection of personnel, Government property, and the environment, and for hazardous material handling, use and disposal.

25. HAZARDOUS WASTE

25.1 The Contractor shall strictly comply with Section 01121 of this specification for hazardous waste accumulation and disposal.

CONTRACTOR QUALITY CONTROL

26.1 The Contractor shall provide and maintain an effective quality control program that complies with the Clause of the Contract entitled "Inspection of Construction", (52.246- 12).

26.2 The Contractor shall establish a quality control system to perform and document sufficient inspections and tests of all items of work, including that of his subcontractors, to ensure conformance with applicable specifications and drawings with respect to the materials; procedures; workmanship; construction finish; functional performance; and specific compliance with all safety requirements concerning personnel, equipment, and the construction product. This control system will be established for all construction work performed. The Contractor's control system will specifically include but not be limited to the surveillance and tests required in the Technical Specifications of the contract specifications.

26.3 The Contractor's quality control system shall be adequate to cover all construction operations and should be keyed to the proposed construction sequence. The Contractor's quality control system shall include three phases of inspection for all definable features of work as follows:

26.3.1 Preparatory Inspection: This shall be performed and documented prior to beginning work on any definable feature of construction. It shall include a review of the contract requirements; a check of all required shop drawings/ submittal data to ensure proper approval; a physical examination of materials/ equipment to ensure conformance with the approved shop drawings/submittal data and contract specifications and that all materials and/or equipment are on hand; a check to see that all material/equipment required to be tested, has been tested and the results submitted and approved; provisions have been made to provide required control testing, and an examination of work area has been made to ascertain completion of the preliminary work.

26.3.2 Initial Inspection: This shall be performed and documented as soon as Work begins on a representative portion of a particular feature of work and shall include

01010-12 examination of the quality of workmanship as well as a review of control testing for compliance with contract requirements.

26.3.3 Follow-up Inspections: These shall be performed and documented daily to assure continuing compliance with contract requirements, including control testing, until completion of the particular feature of work.

26.4 This quality control program shall be implemented by the establishment of a quality control organization headed by one full time person who will be at the job site at all times construction is in progress and whose primary responsibility shall be quality control compliance with the contract plans and specifications. In addition to implementing and managing the QC Program, the QC Manager may perform the duties of Project Superintendent. This person must have at least a high school education with a minimum of five years of experience in construction and/or inspection of the type of work required by this contract. Other qualifications, i.e., degrees, general supervision, and experience will be considered. He shall be assisted by additional quality control personnel as required by the Technical Specifications and as otherwise necessary in order to fully implement the Contractor quality control system as specified. These additional personnel shall function primarily in the capacity of quality control and will report to the head of the quality control organization, who in turn will report directly to a level no lower than the Contractor's top field management.

26.5 The Contractor's quality control program shall provide for review and approval by him of shop drawing material as required by this Contract. The Contractor shall designate one individual who shall certify that each submittal has been reviewed in detail and that it is correct and in strict conformance with the contract drawings and specifications, except for where a specific request for deviation is being requested.

26.6 After the Contract is awarded and before construction operations are started, the Contractor shall meet with the Contracting Officer, or his representative, and discuss quality control requirements. The meeting shall develop mutual understanding relative to details of the system including inspections, administration of the system, and the interrelationship of Contractor and Government inspection.

26.7 Material Submittal: Submission and approval of the Contractor's quality control plan.

26.7.1 A quality control plan shall be furnished to the Government by the Contractor in four copies within 20 calendar days after award or as specified on the AF Form 66. This plan shall include procedures, instructions, and reports to be used to provide adequate coverage for all quality control activities required by this contract, and to ensure quality construction in accordance with the plans and specifications. In addition, this plan shall include the following:

26.7.1.1 Names, qualifications, and organization of personnel to be used for quality control.

Use submittal 1 "Appointment of Quality controller", attached at the end of this section.

26.7.1.2 Specific responsibilities and authority of each of the quality control personnel.

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26.7.1.3 Test Program including names and qualifications of all independent test laboratories to be employed and the specific tests that each will perform. Other tests to be performed and the Contractor quality control personnel who will be responsible for each test will be listed. The test program will also include the method for prior approval of test procedures and equipment, and the methods used to calibrate the testing equipment and otherwise ensure the reliability of information obtained from the tests. Where a minimum number of tests is specified in the Technical Specifications, additional tests may be required by the Contracting Officer to ensure the adequacy of the work at no additional cost to the Government.

26.7.1.4 Responsibilities and procedures for coordination and advance notice to the Government for all inspections and test required to be witnessed by the Government.

26.7.1.5 Forms for reporting and documenting all quality control activities. Responsibilities and procedures for reporting and documenting all quality control activities, to include deficiencies noted, correction of deficiencies, and re-testing or re-inspection of deficiencies.

26.7.1.6 The procedures to be followed for the receipt, storage, and handling of construction items to include the method of verifying that the items used are approved.

26.7.1.7 Copies of all letters of direction to the Contractor's representatives responsible for quality control, outlining their duties and responsibilities, signed by a responsible officer of the firm.

26.7.1.8 Any other specific requirements unique to the type of work as determined from a review of the contract documents.

26.7.2 When the Contractor proposes to make any changes in the CQC plan or implementation, during construction, he must notify the Contracting Officer in writing. Such change shall not be implemented prior to acceptance, in writing, by the Contracting Officer. A legible copy of the accepted plan and any changes to the plan directed or accepted by the Government, will be kept available at the job site.

26.7.3 Unless specifically authorized by the Contracting Officer, no construction will be started until the Contractor's quality control plan is accepted. This is not to preclude commencing work as required by the Contract, which includes preparation and submission of specified plans, programs, registers, schedules, shop drawings, and pre-mobilization coordination, and otherwise establish intent to perform in a timely manner.

26.8 All daily inspections and tests will be reported on an approved form. The Contractor's verification, as stated, must be contained on the Contractor's form. When completed by the quality control inspector, this report must contain enough information and in sufficient detail to provide complete documentation of all inspections and tests appropriate to each special and technical section of the specifications. These reports, including a record of deficiencies and corrective action taken, should be submitted to

01010-14 the senior project manager and a legible signed copy shall be furnished to the Government daily no later than 1200 hours the first working day following the date which the report covers. Where his shop drawing review and approval is accomplished away from the job site, the Contractor may provide weekly summary reports of these activities in lieu of daily reports as required for all on-site quality control activities.

26.9 In addition to the qualifications contained in paragraph 26.3 above, the Contractor's quality control organization will have the capability of performing the following required functions.

26.9.1 Check materials at the site against Contract specifications and the "approved" shop drawings, which shall be maintained at the job site for the duration of the Contract.

26.9.2 Prepare and maintain current records of all quality control operations to include those of subcontractors.

26.9.3 Review and submit all required guarantees.

26.9.4 Monitor safety program for effectiveness and conformance with the Contract requirements and furnish documentation of deficiencies noted and corrected.

26.9.5 Report to the Government any discrepancies in plans and/or specifications.

26.10 The Contractor shall submit a listing of all current construction deficiencies to the Contracting Officer at the time he makes a request for an acceptance inspection. The Contracting Officer will determine whether to schedule an acceptance inspection based in part upon his review of this listing for accuracy and completeness.

26.11 In addition to the Contractor's quality control program, the Government may direct or perform such additional inspections and tests as considered necessary by the Contracting Officer to ensure proper performance.

26.12 Should recurring deficiencies as determined by the Government indicate that the quality control system is not adequate or quality control reporting is sub-standard, corrective action shall be taken as directed by the Contracting Officer. This may require the assignment of additional full time quality control personnel or the removal and replacement of ineffective personnel. If deficiencies in the work performed indicate that the Contractor's quality control system does not produce the desired results, corrective actions in both the quality control system and the work will be taken by the Contractor. In addition, the Contractor shall not build upon or conceal any defective work. If the Contractor does not promptly make the necessary corrections, the Contracting Officer may issue a suspension of work, suspending all or part of the work until satisfactory corrective action has been taken.

27.0 DD FORM 1354: The contractor shall provide a completed Form 1354, Transfer and Acceptance of Military Real Property, (reference Appendix). Form 1354 itemizes component costs for the construction of this project.

01010-15

END OF SECTION

01010-16

SUBMITTAL 1

Appointment of Quality Controller:

(Name) is appointed as quality controller on project FXSB 20-1063 with the authority to regulate the quality of the work so that it conforms to the contract. The quality controller is authorized to order discontinuance of any operation causing non-conforming work.

The quality controller has at least 5 years prior experience in the supervision and inspection of systems similar to that required in this contract. The quality controller understands all requirements of these specifications.

Contractor's Signature

Printed or Typed Name

Printed or Typed Company

Date

I acknowledge receipt of this letter.

Quality Controller's Signature

Printed or Typed Name

Printed or Typed Company

Date

Section 01020 Scope of Work

01020-1

Construct Canopy and Pad Building 15380

01020

SCOPE OF WORK

1. General overview: Demolish existing entry roof structure and existing 4’ wide concrete sidewalk running east to west. Design and Construct canopy over north entrance near parachute tower.

Construct two new 6’ wide sidewalks, one going east to west and one going north to south. Saw-cut retaining wall, construct small retaining wall and concrete pad to install metal grate stairs from loading ramp to new sidewalk.

2. Demo existing concrete sidewalk adjacent to building from the curb to the landing of the stairs.

Regrade as needed to ensure drainage is away from building and place topsoil and seed over removed sidewalk area. Demolished concrete shall be disposed of in the concrete landfill site on base as shown in the plans.

3. Demolish the existing steel roof structure that protrudes over the existing entry stairs. This removal will be performed in a manner that leaves the surface clean and flush to the surrounding face of the building. Contractor is responsible for disposing of the demolished steel roof structure off base.

4. Place new 6-inch concrete sidewalk. Prior to replacing the concrete, excavate 24 inches below the bottom of the existing sidewalk, remove and dispose of the material onsite, and place Geotextile Fabric (Mirafi RS580i or equal) at bottom of excavation. Backfill with 18 inches of 3 inch minus material and 6 inches of D-1 material and compact material to 95% density.

5. Project site is considered an active site with land use controls in place, therefore any excavated material must be disposed of or spread out onsite. Any excavated material that is spread out onsite shall not exceed 6” in thickness, graded to drain away from building, and shall be topsoil and seeded. Also due to the land use controls, canopy column installation must be driven in as to not expose any potentially hazardous material.

6. Saw-cut and remove a section of the existing retaining wall stem wall. Epoxy coat any rebar that gets cut and exposed from the concrete removal. Construct new reinforced concrete retaining wall and pad for steel step installation. New retaining wall shall overlap saw-cut end of existing retaining wall so that all exposed rebar shall be covered by concrete.

7. Install new steel stairs and handrails at new retaining wall. The bottom tread of the steel stairs shall not extend beyond the face of the existing retaining wall. Stairs shall be bolted to new retaining wall and top step shall match the top of sidewalk. Steel stairs and handrails shall match the style and tread dimensions of the existing parachute tower entry stairs.

JACOB MINTURN

Not sure on funding yet

01020-2

8. Install new handrails that mirror the style and materials of the existing ones at building 15380.

Fabricate these out of Hot Dipped Galvanized pipe material with welded connections that have been primed and painted with cold galvanizing coating.

9. Prior to performing any foundation work, the contractor will perform a geotechnical analysis to determine/confirm the soil type and conditions, which will be the basis of the canopy foundation design. Sample the entry location and submit the geotechnical report detailing findings used for the foundation design.

10. For bidding purposes, the canopy basis of design for the canopy foundation will be 4 each, 8 inch Schedule 80 pile, installed at a depth of 10 feet below the existing grade, with the appropriate pile cap, ready to receive the structural columns for the canopy structure.

11. The Contractor is responsible for designing the canopy to comply with the guidelines defined by the Government and all applicable codes, seismic requirements and existing building elements (including falling snow and ice from parachute tower). The design and analysis shall be based on rational engineering analysis and shall be executed using well-established principles of engineering mechanics and construction techniques. The D-B Contractor shall submit a 65% and 100% stamped design by an AK registered PE. Proceed with construction only after receiving final approval from the Government.

12. Canopy design will need to reflect the look of the example provided in the drawings. The construction will be all steel. Anticipate moment connections to get the needed seismic performance. The peak of the new canopy roof will not cover the existing window, and the bottom of the canopy shall be no shorter than 8’ above all concrete surfaces. Canopy dimensions are shown on the drawings.

13. Provide Sorrel Brown metal roofing, flashing and expansion joint. Provide an expansion joint that will provide the appropriate separation between the building face and the canopy structure.

14. Prime and paint all of the structural steel for the canopies, 1 Full coat of primer and 2 Full coats.

Paint color shall match existing canopy color.

15. Provide new LED light fixtures under canopy that provide the required 1.0 foot-candles of lighting on the concrete surface under the canopy. All new fixtures are to have dark anodized bronze finish.

01020-3

General Notes

Contractors are strongly encouraged to visit the site and get familiar with all the work related to the canopy and concrete work prior to submitting a bid, to verify existing site condition and other information as noted in the scope of work and drawings, as well as to become familiar with the scope of work. Failure to visit the site does not relieve the Contractor from the responsibility of performing all work required to provide a complete and useable project in accordance with the Contract documents.

1.1 WORKMANSHIP: All work shall be accomplished in accordance with all applicable building and fire codes. The D-B Contractor shall field verify all measurements, quantities, or values stated by the Government. The D-B Contractor shall prepare a project specific quality control plan and implement documented measures as a routine requirement of this task order (TO).

1.2 WORKSITE: The D-B Contractor shall limit the work to the areas indicated by the government. The D- B Contractor shall make every effort not to disturb or obstruct portions of the facilities still occupied by the government. The D-B Contractor shall coordinate and schedule work with the 673 CES/CENM & Facility owner/CE offices prior to the start of any operation. The D-B Contractor shall dispose of all construction debris off base at an approved disposal facility.

1.3 SITE SECURITY AND PROTECTION: The D-B Contractor shall make every effort to secure the work site, allowing only authorized personnel to enter the work site. The contractor shall protect the site from damage from weather, vandalism, and/or theft.

1.4 DAMAGE TO EXISTING SITE CONDITIONS: The D-B Contractor shall be responsible to repair any and all damage incurred to existing Real Property/Grounds at no cost to the government. The Contractor shall not park or drive on sidewalk or grassy/snowy areas. Damage incurred shall be repaired at no cost to the government.

1.5 HEALTH/SAFETY: The D-B Contractor shall be responsible for compliance with OSHA and AFI standards. The D-B Contractor shall maintain a clean and debris free site at all times. The D-B Contractor shall keep driveways and entrances into and around the work site clear at all times. The D- B Contractor shall not use driveways or entrances as employee parking or storage of materials unless otherwise stated. The D-B Contractor shall minimize storage of materials and equipment on site.

1.6 ENVIRONMENTAL PROTECTION AND HAZARDOUS MATERIALS: Reference the project specifications and/or applicable laws and directives for requirements covering protection of land resources, protection of air and water quality, hazardous materials safety and general management, and storm water management.

1.7 GREEN PROCUREMENT: The D-B Contractor must incorporate “green procurement” principles into the design of their projects. Specifically, consult the EPA’s web site at www.epa.gov/greenerproducts for a listing of the products that have been mandated as green procurement requirements for purchases.

http://www.epa.gov/greenerproducts https://www.jber.jb.mil/Coronavirus/

01020-4

1.8 Special Inspections: Provide special inspections for any welding that is associated with moment connections. Provide special inspections for rebar placement prior to placing any concrete. Special Inspection reports will be submitted to the Government.

1.9 COVID Base Access Information: When work under this contract requires unescorted entry to controlled or restricted areas, the contractor shall comply with AFI 31-101, Integrated Defense, and DODMAN5200.02_AFMAN 16-1405, Air Force Personnel Security Program. Contractors requiring access to any area on Joint Base Elmendorf-Richardson (JBER) shall comply with installation, state, and local COVID-19 policies and mandates and respect any guidelines or restrictions imposed by local businesses. These policies and mandates frequently change. COVID-19 policies and mandates are found at https://www.jber.jb.mil/Coronavirus/ for JBER COVID-19 Policy Memo, https://covid19.alaska.gov/ for State of Alaska COVID-19 Coronavirus Information, and https://covid-responsemoa- muniorg.hub.arcgis.com/pages/emergency-orders for the Municipality of Anchorage Emergency Orders. Failure to comply with the guidelines or restrictions may result in suspended access to JBER or debarment. Contractors shall comply with the above-referenced documents] citing the appropriate paragraphs as applicable.

https://covid19.alaska.gov/ https://covid-responsemoa-/ https://covid-responsemoa-/

Section 01435 Special Inspections

01435-1

PART 1 GENERAL

1.1 REFERENCES

SECTION 01435

SPECIAL INSPECTIONS

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.

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

1.2 GENERAL REQUIREMENTS

Perform Special Inspections in accordance with the Statement of Special Inspections, Schedule of Special Inspections and Chapter 17 of ICC IBC.

The Statement of Special Inspections and Schedule of Special Inspections are included as an attachment to this specification. Special Inspections are to be performed by an independent third party and are intended to ensure that the work of the prime contractor is in accordance with the Contract Documents and applicable building codes. Special inspections do not take the place of the three phases of control inspections performed by the Contractor's QC Manager or any testing and inspections required by other sections of the specifications.

1.3 DEFINITIONS

1.3.1 Continuous Special Inspections

Continuous Special Inspections is the constant monitoring of specific tasks by a special inspector. These inspections must be carried out continuously over the duration of the particular tasks.

1.3.2 Periodic Special Inspections

Periodic Special…