Attachment 17 Specifications.pdf

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Attachment 3 DIVISION 01 GENERAL REQUIREMENTS (Construction)

Section 01 11 00 Summary of Work

Section 01 14 00 Work Restrictions

Section 01 30 00 Administrative Requirements

Section 01 45 00 Quality Control

Section 01 32 01 Project Schedule

Section 01 33 00 Submittal Procedures

Section 01 35 26 Governmental Safety Requirements

Section 01 50 00 Temporary Construction Facilities and Controls

Section 01 57 19 Temporary Environmental Controls

Section 01 78 00 Closeout Submittals

01 11 00 ‐ 1

SECTION 01 11 00

SUMMARY OF WORK

Part 1 General

1.1 Summary

1.1.1 General Requirements described herein apply to each and all projects unless specifically amended by separate Task Order.

1.1.2 Work required by this contract will primarily involve the sustainment, restoration and modernization (SRM) of existing Government property that will vary in type, scope and complexity. Installation of new Work will require connection to and functional compatibility with existing facility components and systems.

1.1.3 Prior to bidding, conduct a detailed, visual survey of actual conditions using qualified personnel, to verify project requirements and constructability. Determine impact of new work upon existing facility components and systems. Notify the Government of significant discrepancies between actual conditions and Government Design that require resolution prior to submitting a bid proposal.

1.2 Progress Payments

Progress payments procedures will be established by the Base Contracting Office and described by separate Contract clauses.

1.3 Government Approved Work Permits

1.3.1 Government authorization shall be required for construction activities involving the following activities:

1.3.1.1 Location of underground utility line prior to start of any excavation operations by issuance of an AF Form 103

1.3.1.2 Interruption of and connection to existing utilities

1.3.1.3 Welding/Torch Cutting

1.3.1.4 Use of borrow located on Base property

1.3.1.5 Disposal of recycled construction material on Base property

1.4 Government Furnished-Contractor Installed (GF-CI) Property

1.4.1 Government Furnished-Contractor Installed property (material and/or equipment) will be identified by separate Task Order. Description shall include pertinent characteristics such as product identification/model number, function, size, quantity, weight, capacity, color, age and estimated value.

01 11 00 ‐ 2

1.4.2 Verification of Status: Prior to assuming control, inspect GFP in presence of Government Construction Representative (CR) to verify condition. Contractor will document condition by means of photographs and written description. Description of condition and estimated value will be signed by both Contractor and CR to indicate consensus of evaluation.

1.4.3 Handling and Storage Requirements

1.4.3.1 Provide 30 day prior notification of need (delivery or pick-up) date.

1.4.3.2 Provide equipment and personnel as required for loading (at designated pick-up point), transportation to job site, unloading and positioning at final location. Means and methods employed shall protect GFP against damage.

1.4.4 Where conditions allow, complete preparation and coordination operations at final location prior to assuming control of GFP.

1.5 Salvage Material and Equipment

1.5.1 Items to be salvaged will be identified by and remain the property of the Government.

1.5.2 Prior to removal and disposition to the Government, confirm and document condition in presence of the CR. Statement of condition will be signed by both Contractor and CR to indicate consensus of evaluation

1.5.3 Contractor will be solely responsible for protection of items during handling, hauling, off-loading and, where required, storage.

1.6 Hidden Conditions

1.6.1 Notify Contracting Officer of hidden conditions, immediately upon uncovering, that are considered non-typical and having a significant impact upon installation of new work. Provide recommendation for correction. Obtain Government direction before proceeding with the work.

1.6.2 Hidden conditions deemed minor in extent or typical for the type of work required will be considered within the scope of work and shall not constitute Contractor justification for claim of increase cost.

1.7 Mandatory Submittals

Submit the following data with each separate project Task Order unless specified otherwise:

1.7.1 Pre-Construction Submittals:

(a) Initial Project Schedule

(b) Submittal Register

(c) Short-Term Contractor Hazardous Material Inventory

(d) Pre-Construction Survey Reports (Existing Conditions and Demolition)

(e) Bonds when required

01 11 00 ‐ 3

1.7.2 Contract Closeout Submittals:

(a) Record Documents

• As Built Drawings

• Record Drawings

• Warranties

• Operations and Maintenance Data

(b) Electronic copies (PDF) of Government Approved submittals

Part 2 Products

Not Used

Part 3 Execution

End of Section

01 14 00 ‐ 4

SECTION 01 14 00

WORK RESTRICTIONS

1.1 Standard Hours and Days of Work

1.1.1 Base operations are conducted from 7:30 am to 4:30 pm (0730-1630 military time), Monday through Friday.

1.1.2 Federal holidays listed herein are excluded from the standard work days.

New Year’s Day January 1st

Martin Luther King’s Birthday January – 3rd Monday

President’s Day February – 3rd Monday

Memorial Day May – Last Monday Juneteenth June 19th Independence Day July 4th

Labor Day September – 1st Monday

Columbus Day October – 2nd Monday

Veteran’s Day November 11th

Thanksgiving Day November – 4th Thursday

Christmas Day December 2th

1.2 Non-Standard Work Hours and Days

Government approval is required prior to performing construction operations at the work site during non-standard hours and days. Submit written request to the Contracting Officer (CO) 1 week prior to need date. Request will indicate:

Number of employees

Type(s) of activities(s) and trade(s) involved

Type, location and extent of work to be installed

Building elements (type, location, and quantity) to be concealed

1.3 Submittals

Submit the following in accordance Section 01 33 00 Submittal Procedures.

Certifications

(a) Base Security/ATO Training (Pre-Construction)

(b) One time Environmental Management Training (Pre-Construction) for each individual working on base.

01 14 00 ‐ 5

1.4 Interruption of Normal Operations

1.4.1.1 Normal Base operations, to include utility services, may require interruption in the event of unforeseen emergency or safety/security drills. Upon notification or activation of emergency alert signals, Contractor will be prepared to immediately cease on-going operations, quickly secure work site and, if so directed, vacate area or move to designated sheltering area in a calm manner. Directive will be issued through appropriate Government organization(s).

1.4.1.2 Immediately notify the CO upon receipt of said directive.

1.5 Base Access and Use of Premises

1.5.1 Compliance with Base Security and Force Protection

1.5.1.1 The Contractor will be responsible for personnel under his employment. Provide means and methods of monitoring activities while on Base.

1.5.1.2 Ensure full compliance with Base security and Force Protection Condition (FPCON) measures. Ensure employees review and understand security and antiterrorism policies and requirements prior to issuance of identification badges. Information is available for review at the Pass and Registration Office (B428) located at the South Gate. Provide written certification, signed and dated by the employee, affirming briefing(s) was provided.

1.5.1.3 Compliance With Security Requirements:

(a) Contractor employees will be required to pass a personal background check by Base Security prior to admittance onto Base property. Government reserves the right to refuse access to persons having adverse criminal and substance abuse histories. Background information will include, but not be limited to:

Full legal name

Legal address and duration of residency

Social Security Number

Place and Date of Birth

Legal History

Driver’s License Number and State of Issuance

Coordinate issuance and use of employee identification badges with Base Security and the Contracting Flight. Badge applications will be sent to the contract administrator for signature at least 48 hours prior to arrival of employee at the base. In the event of short notice badging requirements, immediately contact the contracting officer. Maintain an accurate listing of personnel and vehicles and a strict accountability of passes. Employees shall have ID badges on their person at all times while on Base. Return badges immediately upon completion of use or as otherwise directed by the CO. Immediately report missing badges and employment terminations to Base Security.

01 14 00 ‐ 6

(b) The Government reserves the right to rescind any identification badge when deemed warranted by Base Security or the Anti-Terrorism Office. Revocation may be enacted without notice and will not constitute basis for Contractor claim of Government caused delay to the Work.

(c) Report suspicious activity (e.g. asking questions, seeking access, and conducting surveillance) relevant to Base operations whether event occurs on or off Base.

Report suspicious items (e.g. unattended packages) observed on Base.

1.5.2 Contractor Vehicles

1.5.2.1 Movement of equipment and material onto and from the Base will be restricted to the South Gate (1/4 mile north of Challenger Blvd/N2070 Rd. - US Hwy 62 intersection) unless approved otherwise by the Government.

1.5.2.2 Vehicles shall meet Government safety standards. Vehicles shall have a copy of the registration, insurance certificate, and other licensing documents as required by the State of registration. Condition of tires, exhaust, windshield, lights, and securement of loose equipment will be subject to Government inspection and approval. Failure of Contractor vehicle(s) to obtain entry approval will not constitute justification for Contractor claim of Government caused delay to the Work.

1.5.2.3 Vehicles and occupants are subject to random search when entering, leaving and while on Government property.

1.5.2.4 Schedule deliveries outside peak hours (6:30-8:00 am and 3:30-5:00 pm) to maximum extent practical.

1.5.2.5 Monitor movement of vehicles while on Base property. Require movement of transport only along Government approved haul routes.

1.5.2.6 Provide conspicuous markings on vehicles when directed by the Government.

1.5.2.7 Parking in reserved spaces, fire lanes, driveways, designated stop points, loading zones, within 20-feet of fire hydrants, and in landscaped areas is prohibited with exception of short-term parking required for loading-unloading.

1.5.2.8 Base speed limit for roadways is 30 mph unless posted otherwise.

1.5.2.9 Use of hand held devices while driving on Base is prohibited.

1.5.2.10 Vehicles should pull to the side of the road and stop for Reveille at 0700 and Retreat at 1630 as indicated by the playing of music over the base giant voice system. Once the music stops, the vehicle may proceed.

01 14 00 ‐ 7

1.5.3 Contractor Office Area: The Contractor shall be provided, upon request, a small area on Base property for purpose of locating a temporary field office and storage trailer. The Contractor will be solely responsible for protection of property (Contractor and Government) and maintenance of grounds within said area. Base Security and Fire Protection will have, at all times, access to the area and the structures therein.

1.5.3.1 Government Furnished Utility Services: Electrical, water and sanitary sewer services shall be provided by the Base to stub-out points at perimeter of office area. Contractor will be responsible for extension, tie-in and maintenance of lines to structure(s) located within the area. Cost of supplying said services, in reasonable quantities, will be borne by the Government for duration of the contract performance period.

1.5.3.2 Contractor Furnished Utility Services: Contractor shall be responsible for procurement of communication, trash collection and other services necessary to support operations and for all costs pertaining thereto.

1.5.3.3 Within the Contractor office area, the Government reserves the right to:

(a) Approve type, erection and maintenance of structures.

(b) Approve type of equipment and method of storage.

(c) Approve means and methods used to extend, tie-in, protect, identify and remove temporary utility lines.

(d) Determine when use of utilities in “reasonable quantities” has been exceeded.

1.5.4 Road Closure and Traffic Interruption: Obtain Government approval for work requiring either closing or blocking roads, driveways, service drives, intersections, parking areas, and fire zones. Submit written request 10 working days prior to event date.

1.5.5 Smoking on Base is restricted to Government designated locations. Tobacco materials will be discarded into Government approved receptacles. Requirements at separate job sites will be coordinated with the CO, Base Fire Protection and Facility Manager.

1.5.6 Photograph of buildings and equipment on and near the flight line and of sensitive areas as may be designated requires approval of Base Security and/or Facility Manager. Submit written request to the CO 5 working days prior to need date. Request will indicate time, place, duration and justification.

1.5.7 Occupancy of Premises: Prior to start of construction activities at the work site, arrange with the Government procedures for use of areas under Contractor control to include means of access, space for storage of materials and equipment, and use of approaches, corridors and stairways. Procedures shall comply with Base Security and Fire Protection requirements.

01 14 00 ‐ 8

1.6 Annual Inclement Weather Data

Table indicates monthly averages for Altus, OK.

Month

Rainy Days (Total

Accumulation)

Wind Speed (Mph)

Snow Days (Total

Accumulation)

Average High Temperature

(ºF)

Average Low Temperature (days below 33 ºF) January 3 (1”) 10 2 (1”) 56 25 (25) February 5 (1”) 11 2 (2”) 60 32 (17) March 4 (1 ½) 12 1 (2 ½ ”) 70 47 (7) April 5 (2”) 13 1 ( ½ ”) 78 50 (1) May 5 (5”) 12 0 85 58 (0) June 6 (3”) 12 0 95 69 (0) July 6 (2”) 10 0 97 72 (0)

August 4 (2”) 9 0 97 71 (0) September 5 (3”) 9 0 89 64 (0)

October 3 (2”) 10 0 78 51 (1) November 3 (1”) 10 1 ( ½ ”) 66 40 (8) December 4 (1”) 9 2 (1 ½ ”) 52 30 (21)

01 30 00 ‐ 0

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

1.1 Project Management

1.1.1 Make available, on-site, a Project Manager (PM) for purpose of supervising the Work issued by separate Task Orders and serving as the primary point of contact and liaison between the Contractor and the Government.

1.1.1.1 PM will provide direct oversight of construction activities and have full authority to represent and contractually bind the Contractor in matters pertaining to the execution of the Work.

1.1.1.2 The Contractor will provide an alternate representative should unforeseen events prevent the PM from being available on-site.

1.1.1.3 The PM and alternate representative will have the following qualifications:

(a) 5-years minimum successful experience as full-time construction project manager on like or more complex projects performed under this Contract.

(b) Be fluent in English, capable of understanding the technical language and illustrations of standard design-construction documents and knowledgeable of codes, government regulations and trade standards pertinent to the Work.

1.1.2. Progress of Construction

1.1.2.1 Installation of work at the project site will be executed in earnest. ‘Execution in earnest’ shall mean activities and full crews will be scheduled for each standard work day from commencement of construction operations through completion of pre-final inspection.

1.1.2.2 Delay: The Government Construction Representative (CR) will be notified when events cause delay to scheduled work progress. Notification will indicate

(a) Date, time and reason for the delay

(b) When work is to resume

(c) Corrective action taken to prevent further occurrences.

1.1.3 Additional Supervision: In the event the PM is unable to provide effective over-sight of multiple on-going projects, the Contractor will provide additional field supervision, as required, to ensure effective administration of work-in-progress. Qualifications will be 5-years minimum

01 30 00 ‐ successful experience, as full-time superintendents, on like or more complex projects to which assigned.

QC personnel

An individual with a minimum of 5 years combined experience in the following positions:

Project Superintendent, QC Manager, Project Manager, Project Engineer or Construction Manager on similar size and type construction contracts which included the major trades that are part of this Contract. The individual must have at least two year’s experience as a QC Manager. The individual must be familiar with the requirements of EM 385-1-1, and have experience in the areas of hazard identification, safety compliance, and sustainability.

1.2 Communication

1.2.1 Provide and maintain the means to directly contact the PM (and designated alternate) during normal business hours for the duration of the SABER IDIQ Contract performance period.

1.2.2 Means will include both telephone and electronic mail (e-mail). Electronic mail capability will include the ability to open various electronic attachments in Microsoft and Adobe Acrobat formats.

1.3 Pre-Construction Survey

1.3.1 Prior to accepting control of project work site, survey existing conditions to validate constructability of Government Design.

1.3.2 Perform survey using qualified technical personnel experienced in the type(s) of work required.

1.3.3 Perform survey in the presence of the Government Construction Representative (CR).

Document existing conditions by both written description and photography. The final report shall be signed by both PM and CR to indicate consensus of agreement. The report shall serve as reference for potential claim of damage to Government property.

1.4 Warranty Response

1.4.1 Provide the means and methods to initiate corrective action, in earnest, at the required location, for the following types of actions:

Routine: Within 5 working days of notification.

Urgent: Within 48-hours of notification.

Emergency: Within 24-hours of notification.

1.4.2 Provide acknowledgement of routine notifications within 24 hours of issuance. Provide acknowledgement of urgent and emergency notifications within 2 hours of issuance.

01 30 00 ‐

1.4.3 Time required for assessment of situation and mobilization, if required, will be accomplished within the specified maximum response time to initiate corrective action.

1.5 Permits

Initiate and process all permits, agreements, and other similar documents with appropriate agencies (Government and private) as required for installation of the work.

1.6 Submittals

Submit the following in accordance with Section 01 33 00 Submittal Procedures.

SD-06 Test Report

Pre-Construction Survey

01 35 45 00.10 ‐ 0

SECTION 01 45 00

QUALITY CONTROL

1.1.1 Provide and maintain an effective Quality Control Management (QCM) program to ensure materials, equipment, workmanship, fabrication, construction, operations and supplemental design comply with the requirements of this Contract. The program will apply to both onsite and offsite work and be keyed to the work sequence.

1.1.2 Effectiveness of the QCM program will be monitored by the Government as part of its Quality Assurance (QA) responsibility.

1.1.2.1 The Government reserves the right to require changes in the QCM program and operations as necessary, including removal of personnel, to ensure the specified quality of work. Changes will be implemented in a timely manner and without additional cost to the Government.

1.1.2.2 Government inspection of construction activities at the work site will not be construed to denote acceptance of work.

1.2 Submittals

Submit the following in accordance Section 01 33 00 Submittal Procedures.

SD-01 Preconstruction Submittals

Amended Quality Control Plan

Copy of Contractor License (where mechanical, electrical and/or plumbing work is required by project design.

1.3 Application

1.3.3 The Government will consider final responsibility for administration of the QCM Plan to be a function of the Project Manager’s position. The PM will have authority to take action as necessary to ensure compliance with the project design and quality requirements.

1.3.4 Construction: Describe procedures employed for daily review of workmanship, compliance with manufacturers printed installation instructions, meeting tolerance requirements and other aspects of the Work to include but not limited to:

1.3.4.1 Worker understanding of design requirements and quality standards prior to commencement of work.

01 45 00.10 ‐ 1

1.3.4.2 Recording deficiencies from identification through acceptable correction. Ensure procedure provides independent listing of deficiencies and corrective action for easy verification by Government. Ensure list is current with each progress report.

1.3.4.3 Compliance with testing requirements. Identify commercial, licensed facilities using industry-recognized procedures. Identify means and methods used for typical field tests.

2.1 Materials and Equipment

2.1.1 Use only new materials and equipment in the Work. Materials and equipment will be:

2.1.1.1 Designed specifically for their intended use.

2.1.1.2 Standard products of commercially licensed manufacturing firms having not less than 5 continuous years of successful experience.

2.1.1.3 Products having a certified record of satisfactory commercial or industrial field use for not less than 3 years prior to issuance of Task Order.

2.1.1.4 Products manufactured within the last 3 years and sold on the commercial market during the same period.

2.1.2 Use of the following materials and equipment is prohibited:

2.1.2.1 Used materials and ‘discontinued’ manufactured products.

2.1.2 2 Products manufactured more than 3 years prior to issuance of Task Order.

2.2 Applicable Industry and Trade Standards

Applicable industry and trade association standards, requirements and guidelines will have the same force and effect as if bound or copied directly into the Government approved Final Design.

Quantities and quality levels described therein will be the minimum provided or performed.

Subcontractors employed to install the Work will be familiar with relevant standards applicable to their work.

2.2.1 General

Air Force Occupational Safety Standards (AFOSH) American National Standards Institute (ANSI) American Society for Testing Materials (ASTM) Architectural Barriers Act (ABA) Consumer Product Safety Commission (CPSC) Engineering Manual EM-385-1 (USACE Safety and Health Requirements Manual) Model Building Codes (ICC Building, Plumbing and Mechanical Codes)

01 45 00.10 ‐ 2

Occupational Safety and Health Administration (OSHA) Construction Industry and General Industry Standards Underwriters Laboratories Inc. (UL)

2.2.2 Exterior Improvements

American Nursery and Landscape Assn (ANLA) American Society of Civil Engineers (ASCE) Asphalt Institute (AI) Oklahoma Department of Transportation (ODOT)

2.2.3 Concrete

American Concrete Institute (ACI) Concrete Reinforcing Steel Institute (CRSI)

2.2.4 Masonry

Brick Industry Assn. (BIA) National Concrete Masonry Assn. (NCMA)

2.2.5 Metals

Aluminum Assn. (AA) American Institute of Steel Construction (AISC) American Iron and Steel Institute (AISI) American Welding Society (AWS) National Association of Architectural Metal Manufacturers (NAAMM) Steel Deck Institute (SDI) Steel Structures Painting Council (SSPC)

2.2.6 Wood, Plastics and Composites

American Lumber Standards Committee (ALSC) American Wood Council (AWC) Architectural Woodwork Institute (AWI) Composite Panel Assn. (CPA) Engineered Wood Assn. (APA) Hardwood Plywood and Veneer Assn. (HPVA)

2.2.7 Thermal and Moisture Protection

Asphalt Roofing Manufacturing Assn. (ARMA) National Roofing Contractors Assn. (NRCA) Sheet Metal and Air Conditioning National Assn. (SMACNA)

2.2.8 Openings

American Architectural Manufacturers Assn. (AAMA)

01 45 00.10 ‐ 3

Builders Hardware Manufacturers Assn. (BHMA) Door and Hardware Institute (DHI) Glass Association of North American (GANA) Window and Door Manufacturers Assn. (WDMA)

2.2.9 Finishes

Carpet and Rug Institute (CRI) Ceiling and Interior Systems Construction Assn. (CISCA) Gypsum Assn. (GA) Light Gauge Steel Engineers Assn. (LGSEA) National Paint and Coatings Assn. (NPCA) Society for Protective Coatings (SSPC) Steel Stud Manufacturers Assn. (SSMA) Tile Council of America (TCA)

2.2.10 Fire Protection

National Fire Protection Assn. (NFPA)

2.2.11 Plumbing

American Gas Assn. (AGA) American Society of Sanitary Engineering (ASSE) American Water Works Assn. (AWWA) Plastic Pipe Institute (PPI)

2.2.12 Heating, Ventilation and Air Conditioning

Air-Conditioning Contractors of America (ACCA) Air-Conditioning, Heating and Refrigeration Institute (AHRI) American Society of Mechanical Engineers (ASME) Sheet Metal and Air Conditioning Contractors National Assn. (SMACNA) American Society of Heating, Refrigerating and Air-Conditioning Engineers (ASHRAE)

2.2.13 Electrical

Consumer Electronics Assn. (CEA) Illuminating Engineering Society of North America (IESNA) Institute of Electrical and Electronics Engineers (IEEE) Lightning Protection Institute (LPI) National Electrical Code (NEC) National Electrical Manufacturers Assn. (NEMA)

2.2.14 Other where specified by separate Task Order

01 45 00.10 ‐ 4

3.1 General

3.1.1 Employ experienced workers, knowledgeable and skilled in the means and methods of installation required. Provide Government with a copy of license prior to start of work.

3.1.2 Employ contractors, licensed in the State of Oklahoma, to supervise work in the following areas:

Fuel and Water Lines – Plumbing Contractor and Gas

Building HVAC Systems – Mechanical Contractor (Unlimited)

Electrical Systems – Electrical Contractor

3.1.3 Perform work on gas lines and equipment, electrical lines and equipment, and mechanical equipment using only experienced craftsmen under the direct supervision of State licensed contractors.

3.1.4 Ensure materials and products critical to maintaining the construction schedule (critical path) are available for delivery to the work site at the time scheduled for their installation into the Work.

3.1.5 Coordinate weekly work schedule with CR and with the Facility Manager where facility is occupied. Provide minimum 5 working days advanced notification of activities impacting on-going facility operations and life-safety requirements.

3.2 Project Record Documents

3.2.2 Make entries to Project Record Documents as the Work progresses.

3.2.2.1 Ensure record of change to drawings and specifications is accurate, complete in all details, and coordinated with other trades.

3.2.2.2 Ensure Project Record Documents are current prior to submission of each monthly payment request.

3.2.2.3 Protect documents from deterioration, damage, and loss until delivery to Government at Contract Closeout.

3.2.2.4 Note changes using red pen or pencil contrasting with document ink. Changes shall be documented by initials of Government and Contractor personnel having the authority to approve the changes with the CO approval.

3.3 Testing

3.3.1 Verify test procedures comply with requirements specified in the various technical sections.

3.3.2 Field Test:

3.3.2.1 Provide 5 working days advance notification prior to event date.

01 45 00.10 ‐ 5

3.3.2.2 Upon request, make testing equipment available to the Government for purpose of verifying results.

3.4 Noncompliance Notification

3.4.1 Provide corrective action, in a prompt and timely manner, upon receipt of Government noncompliance notification. Government reserves the right to issue a stop work directive if Contractor fails or refuses to respond in a prompt and timely manner.

3.4.2 Removal of noncompliant work will not serve as basis of Contractor claim for time extension, additional cost or damages due to Government action.

3.5 Layout of the Work

3.5.1 Locate all reference points and lay work out in an accurate manner. Obtain accurate measurements of existing conditions at locations to receive new work.

3.5.2 To extent possible, verify accuracy and design compliance of shop fabricated products prior to shipment. Field modification of shop-fabricated products is prohibited.

3.6 Inspections

3.6.1 Construction Progress: Inspect work in progress at each job site on a daily basis.

Inspection of work will be inclusive of all trades working at the job site.

3.6.1.1 Ensure compliance with requirements critical to system function and operation prior to concealment actions to include but not limited to:

(a) Substructure – Foundation reinforcing and embeds

(b) Superstructure – Connections and alignment

(c) Utilities – Lines (plumbing, mechanical, electrical, fire protection, communication, other)

(d) Cutting and Patching – Connections between new and existing work.

(e) Miscellaneous Connections – Pull-out strength.

Provide CR with 3 working days advance notification prior to concealment actions.

3.6.1.2 Ensure required preliminary work has been completed in compliance with design requirements and manufacturer’s installation instructions. Ensure existing elements scheduled to receive new work are in physically sound condition, functional (for intended use) and in all ways satisfactory for receiving new work.

3.6.1.3 Examine materials, equipment and other components to ensure that they are acceptable, available in required quantity, conform to fabrication requirements or submitted data, and are properly stored. Verify products on hand have been approved.

01 45 00.10 ‐ 6

3.6.1.4 Record deficiencies identified by CR, corrections made and obtain CR confirmation that corrections were made.

3.6.2 Pre-Final Inspection (Government option)

3.6.2.1 Inspection will be performed to determine if project is ready for a final inspection. All work will be subject to re-evaluation by Government representatives having a valid interest in the project.

3.6.2.2 Contractor will submit inspection request to CR 3 working days prior to need date.

Project will be available for inspection for not less than 1 full working day. Inspection period may be extended if deemed in best interest of Government.

3.6.2.3 CR will provide Contractor a list of comments within 1 week following completion of event and notification if re-inspection is required.

3.6.2.4 Contractor will assist Government inspection effort. Areas will be unlocked, accessible, lighted and in a clean condition. Equipment will be made available as may be required to access removed areas or view concealed elements. Said equipment will include but not be limited to:

Ladders to access attics, roofs, and work installed above 6 feet height

Small hand tools (tape measure, level, screwdriver, pliers, and flashlights)

3.6.3 Final Acceptance Inspection

3.6.3.1 Inspection will be contingent upon satisfactory correction of deficiencies identified in the interim and pre-final inspections and upon completion of remaining work. The work site will be clean, in a state of good repair, and in compliance with contract closeout and Federal Acquisition Regulations (FAR) requirements.

3.6.3.2 CR will determine when project is considered ready for final inspection.

3.6.3.3 Government participants will not be restricted to pre-final inspection representatives.

01 32 01.00 10 ‐ 7

SECTION 01 32 01

PROJECT SCHEDULE

1.1 Scope and Objective

Scheduling of all project construction sequences and activities is required when it exceeds the Simplified Acquisition Threshold or longer than 59 days. Develop a construction schedule for each project Task Order.

1.2 Quality Control

1.2.1 Confirm that the schedule accurately reflects labor availability and delivery of pertinent material and equipment necessary to meet the Contract Performance Period.

1.2.2 Format schedule in the form of a time scaled Line or Bar Chart.

1.2.3 Make schedule cost loaded and activity coded to provide basis for all progress payments.

1.3 Submittals

Submit the following in accordance Section 01 33 00 Submittal Procedures.

Initial Project Schedule

Contract Progress Schedule, AF Form 3064, for projects exceeding 59 days of performance time

3.1 General

3.1.1 Show a reasonable and realistic sequence in which work activities will be performed.

Indicate start and finish dates.

3.1.2 Indicate critical path activities where applicable.

3.1.3 Schedule operations by different trades to be performed concurrently to maximum extent practical.

3.1.4. Indicate an appropriate level of detail to include the following:

3.1.4.1 Submittal approval

3.1.4.2 Procurement periods (fabrication and delivery) of critical components. Highlight components requiring extended lead times for procurement.

01 32 01.00 10 ‐ 8

3.1.4.3 Scheduled utility interruptions and durations at least 10 (ten) working days in advance of ‘need date’.

3.1.4.4 Outage, testing and curing periods. Need date of GFP.

3.1.4.5 Changes and delays (upon occurrence)

3.1.5 Electronically Generated Schedules: Ensure program calculations provide dates that accurately reflect data contained in daily or weekly progress reports. Calculate percentage complete and remaining duration of activity as independent functions.

3.2 Work Progress Report

3.2.1 Maintain a record of the current status of construction activities. Record activities on a daily or weekly basis to document progress.

3.2.2 Include comparative data indicating:

Actual vs. scheduled percentages of work completed

Value of work installed

Revised vs. originally scheduled completion dates

Revised vs. original project costs

Detailed description of differences (where occur) and causes.

3.2.3 Document ancillary conditions impacting the work.

Date, start and stop time, and weather conditions

Description of work performed, location and number of personnel, actions by trade and Sub-contractor

Test and control actions performed to include results. Indicate corrective action if unsatisfactory results achieved.

Type and quantity of materials both at the site and incorporated into the work

Project related offsite actions

Safety issues and related actions

QC issues and related actions

01 32 01.00 10 ‐ 9

Incidental events (delays, conflicts, other)

3.2.4 Provide means to correct delays to the work. Identify adjustments to the remaining schedule that will minimize impact upon scheduled project completion date.

3.2.5 Organize data for inclusion on AF Form 3064 (Contract Progress Schedule) if requested by the Government. Use continuous left-to-right flow diagram to indicate progress.

3.2.6 Submit reports in an acceptable format to the Contracting Officer. Provide duplicate copy of data on AF Form 1477 (Construction Inspection Report) if requested by Government.

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SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 Scope

1.1.1 Submit data identified herein and in the various project technical sections issued by separate Task Order.

1.1.3 Information will be legible, accurate, complete and in full compliance with the referenced technical requirements. Dimensions will be in English units (feet/inches).

1.1.4 Provide electronic copies (PDF files) of all approved submittal data, with exception of samples, as part of the contract closeout requirement of each Task Order.

1.1.5 Submittals indicating Government Approval is required prior to elements being installed in the work will be identified by the code “GA”. Submittals not designated as “GA” will be for purpose of information only and will not be returned.

1.2 Submittal Types

1.2.1 Certifications (GA required)

1.2.1.1 Statements printed and signed by authority having jurisdiction or manufacturer attesting product, system or item meets specification requirements.

1.2.1.2 Document provided by Contractor, supplier or installer attesting to specific quality requirements (e.g. procedure, personnel qualifications, other).

1.2.1.3 Documentation attesting to compliance with technical or administrative requirements as stated herein and in other technical sections of the specifications

1.2.2 Shop Drawings (GA required)

Graphics will be created either electronically or mechanically by manufacturer or fabricator to illustrate components, assembly and coordination requirements in a detailed manner.

1.2.3 Samples (GA required)

Physical examples of materials, assemblies or workmanship that illustrates functional and aesthetic characteristics of a building component by which the item can be judged. Photographs of finishes will not be acceptable. Coatings will be applied to actual substrate material.

1.2.4 Manufacturer’s Instructions (GA required unless specified other)

Preprinted material describing preparation, installation and operation.

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1.2.5 Product Data (GA required)

Commercially printed documents distributed by the Manufacturer for purpose of illustrating size, appearance, materials, or other product characteristic (catalog cuts, illustrations, diagrams, charts, instructions, performance capability, etc.).

1.2.6 Warranty

Manufacturer’s standard warranty.

1.2.7 Reports (GA required)

1.2.7.1 Tests: Report states test result, whether result is satisfactory or unsatisfactory, and bears the signature of the testing agent.

(a) Findings of an authorized or recognized authority or testing laboratory that a building component (material, assembly, product, other) was tested in accordance with specified requirements.

(b) Findings of a test performed by the Contractor on an actual portion or sample of the work or prototype.

(c) Test and verification action performed at or in the vicinity of the job site, on a sample or portion of the work taken from the job site during or after installation, to confirm compliance with manufacturer’s standards or instructions.

(d) Operational test procedures and results

1.2.7.2 Investigations, surveys and checklists.

1.2.8 Other (GA required unless specified other)

1.2.8.1 Design Data: Calculations, analyses, ratios of mix components and other similar data pertaining to an element of the work.

1.2.8.2 Pre-Construction Submittals include data that must be provided prior to commencing work on site.

(a) Mandatory for each project

• Initial Project Schedule

• Submittal Register

• Pre-Construction

Survey Report

• Waste Determination Report (Construction & Demolition Debris Management

Estimate) – Estimate of construction debris by material type and quantity

(weight)

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(b) Short-Term Contractor Hazardous Material Inventory - Complete list of hazardous materials to be used in the project. Inventory shall be amended as the work progresses when required by changing conditions or when specified by project Task Order

• Work Site Lay-Down Plan - Scaled drawing showing use of construction area under Contractor control. Drawing shall accurately indicate location of project, size and profile of area, temporary barriers and structures, parking (equipment and employee vehicles), storage areas, temporary utility lines, haul routes, control and access points, and existing site elements adjacent to the project work area to include sidewalks, streets, buildings, landscape, utility equipment, fire hydrants, no-parking zones, other

• Amended Safety Plan

• Amended Environmental Protection Plan

• Amended Quality Control Plan

• Product Availability Report - Statement identifying materials and products pertinent to the construction critical path stating said items will be delivered to the work site at the time scheduled for their installation into the Work

(c) Training Certifications and License Copy

• Certification of Security/ATO Training – Required for each employee prior to start of work at AAFB. Effective date of certification shall be as determined by Base Security

• Certification of Environmental Management System Training – Required for each employee prior to start of work at AAFB. Certification shall remain in effect for duration of SABER IDIQ Contract unless terminated by Government for other reason

• Copy of Contractor License (Electrical, Mechanical and Plumbing) – Required for each contractor prior to start of work at AAFB. Authorization to work on base shall remain in effect until expiration date of license or unless terminated by Government for other reason

1.2.8.3 Contract Closeout Submittals include data that must be provided prior to issuance of final contract payment.

(a) Mandatory for each project

• Record Documents – Edited copy of all drawings and specifications accurately

01 33 00 ‐ 13 showing differences between the Government Design and manner in which the work was actually installed (‘as-built’). A red-lined set will be kept on the job site.

Differences (mark-ups) shall be neatly drawn, noted and highlighted to ensure clear and easy identification with the final version delivered in the latest version of AutoCAD used by AF

• Electronic copy (PDF file) of approved submittal data - Data will be organized into sub- files according to CSI 49 division format and specification section identification number

(b) When specified by project Task Order

• Warranties

• Start-up and operational test reports (when specified by project Task Order)

• Documentation attesting to compliance with technical or administrative requirements as stated herein and in other technical sections of the specifications

• O&M Instructions

1.2.9 Operations and Maintenance (O&M) Instructions

Manufacturer’s printed instructions explaining how to operate, maintain and repair specific items of equipment or components. Documentation will include help and safety instructions, product line references, list of replacement parts, and description of required tools.

1.3 Shop Drawing Format

1.3.1 Sheet Size: Letter (8½” x 11”), Ledger (11” x 17”), ARCH C (18” x 24”) or ARCH D (24” x 36”). Large sheets will be map folded to 8½” x 11” size.

1.3.2 Method of Creation: Shop drawings shall be provided in one of the following approved formats.

1.3.2.1 Computer (Electronic) Generated: Create drawings using Autodesk AutoCAD 2018 software or AF approved equal.

1.3.2.2 Mechanically (Hand Drafted) Generated: Hand developed drawings shall be created using drafting tools and methods (straight edges, pencil and ink, compass, etc.) in accordance with architectural drafting standards.

1.3.3 Create drawings accurately and to scale using English units (feet and inches) of measurements.

1.3.4 Draw details illustrating similar components using a uniform scale. Scale will produce clear, distinct dark lines and text contrasted on a white background.

1.3.5 Bind sheets in logical sequence of installation requirements.

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1.3.6 Indicate interface between new and existing work where connection is required. Identify existing materials, profiles, and means and methods of connection.

1.3.7 Use of construction drawings as de facto shop drawings is prohibited.

1.4 Product Data and Manufacturer’s Instructions

1.4.1 Highlight applicable data for easy identification wherein said data appears with non-related product information. Indicate applicable specification paragraph number and drawing sheet number where multiple items appear on a common preprinted page.

1.4.2 Indicate manufacturer’s name, address, catalog page number and product model designation. Also include applicable standards (federal, industrial, other) identified as a design requirement by reference.

1.5 Samples

1.5.1 Applied color, finish, pattern or texture coatings will be affixed to actual substrate surface.

Photographs of colors and paper mounted chips are not acceptable.

1.5.2 Submit in sizes below unless specified otherwise or if available by manufacturer in approximately same size.

1.5.2.1 Color, Finish, Pattern and Texture Selection – Not less than 2 x 3 inches. Larger sizes as required where variations are unavoidable due to nature of materials. Paper chips mounted to board or fan indexes are not acceptable.

1.5.2.2 Materials With Integral Finish – In size required to show variations. Provide in sets of not less than three units to show range of variation (extremes and middle).

1.5.2.3 Non-Solid Materials – Pint. Examples include sand, field applied paint, and others

1.5.2.4. Linear Component or Material – 10 inch length or actual length if less. Examples include conduit, handrail, and others.

1.5.2.5 Components or Materials Exceeding 12 square inches – Cut down to 8½ x 10 inches.

Larger size only if necessary to indicate color, texture and material variations.

1.5.2.6 Mock-Up Panel For Field Evaluation – 2 x 3 feet unless specified other.

1.5.3 Where color selection is to be determined from the full range of available options, provide samples in largest size available from the manufacturer. Where color selection is to be based upon “match existing”, provide multiple samples showing closest range of variation.

1.6 Warranties

Information provided shall include:

(a) Detailed description of requirements to maintain the warranty in full force and effect.

(b) Full name, address and telephone number of point-of-contact for reporting warranty issues.

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(c) Warranty period (start and end dates).

1.7 Government Review

1.7.1 Review period or initial submittal and each subsequent resubmittal shall be as follows:

(a) Minor Repairs, Maintenance and Alterations - 10 days following date of receipt by CO.

(b) Simple Projects - 15 days following date of receipt by CO

(c) Complex Projects – 22 days following date of receipt by CO.

(d) An additional 7 days will be allowed for submittals with variations.

1.7.2 Sequence: Submit data (other than preconstruction data) in sequence as scheduled for timely installation into the Work.

1.7.3 Submittals requiring Government Approval (GA) will be construed to indicate only that general provisions (standards of quality, product design and installation) appear to comply with project requirements and standards. Approval, however, will not relieve Contractor of the responsibility to replace noncompliant work with fully compliant work. The Contractor will remain responsible for any error that may actually exist as part of its quality control responsibilities under this Contract and each Task Order. Said responsibilities include but are not limited to verification of actual conditions impacting the new work, providing adequate connections, adaptors and extensions as may be required, and other incidentals necessary to ensure proper functioning in compliance with design intent.

1.7.4 Disapproval of Submittal

1.7.4.1 Government reserves the right to decline review of submittal data deemed incomplete or lacking adequate coordination. This will include partial or piecemeal submittal of data related to systems, assemblies or components having a common functional relationship.

1.7.4.2 Government reserves the right to rescind previously approved system or assembly components submitted in piecemeal fashion when subsequent data indicates system or assembly deviates from the Government Design.

1.7.4.3 Approved data will not be subject to change by deviations contained in subsequent submitted data. After submittals have been accepted by the Government, no resubmittal for purpose of deviating from the design or substituting materials, equipment, or other building element will be considered unless accompanied by an acceptable justification.

1.7.4.4 Unapproved samples requiring return cost will be disposed of by the Government unless return is requested and return costs borne by the Contractor.

1.8 Submittal Register

1.8.1 Maintain a submittal register for purpose of tracking submittals specified herein and by project Task Order. Routinely update register as work progresses to accurately indicate the weekly status of submittal actions. Indicate submittals that have been finalized or require re-submittals. Indicate date of acceptance or reissuance.

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1.8.2 Acceptable Format

1.8.2.1 AF Form 66 (Schedule of Material Submittals)

1.8.2.2 Other as approved by the Government

1.8.3 Make a current copy available at the job site for Government review.

1.9 Coordination and Scheduling

1.9.1 Attach Government Material Approval Submittal (AF IMT 3000) form to each submittal for purpose of tracking.

1.9.1.1 Cross-reference each item listed to the applicable specification section/paragraph or drawing sheet/detail number.

1.9.1.2 Add alphabetic suffix to submittal description number if item is being resubmitted.

(Example: submittal 18 will be 18A for first resubmission).

1.9.2 Coordinate and group data related to systems (e.g. HVAC system), assemblies (e.g.

reinforced masonry wall), or a common functional relationship (e.g. toilet accessories) having multiple separate components and submit as a single package to facilitate Government review of the complete system.

1.9.2.1 Indicate applicable data clearly when published with non-applicable data (e.g. highlight or red underline).

1.9.2.2 Indicate submittal description number and date on shop drawings (front sheet).

1.9.3 Scheduling

1.9.3.1 Failure to provide submittals in a timely manner will not constitute justification for Contractor claim of Government caused delay of the Work or a time extension. Carefully coordinate actions of second tier personnel to ensure data provided fully complies with requirements described herein. Verify items will be available in quantities required to complete the Work.

1.9.3.2 Allow time for potential re-submittal of requirements.

1.10 Deviation and Substitution

1.10.1 Government approval is required for any deviation from the contract requirements.

1.10.2 Proposed deviations shall be clearly identified and submitted as a Change Request (substitution). Request shall include substantiation identifying:

(a) Full description of deviation(s) from criteria specified

(b) Full description of proposed element (manufacturer’s printed literature, samples, certifications, test reports, other similar data).

(c) Justification for deviation

(d) Impact on construction schedule

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(e) Compatibility with interfacing components

(f) Differences in the warranty

(g) Differences in maintenance/operational requirements.

1.10.3 Inability to obtain specified items in a timely manner for scheduled installation will not constitute justification for deviation or substitution.

1.10.4 Failure to identify deviations on the submittal may result in Government refusing and requiring removal of such work, upon first awareness, without increase to Contract Amount.

1.11 Quantity

1.11.1 Provide 1 hard copy and 1 electronic copy of submittal data for Government use and…