Attachment 2 - PNQS 24-4829 Airfield Improvements - Draft Specifications.pdf
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- Maxwell AFB - PNQS 24-4829 Airfield Improvements
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- FA330026RFI0004
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This document is a federal contract specification (Section 00005) for Airfield Improvements at Maxwell Air Force Base in Alabama. The project involves several key pavement maintenance and repair tasks, including pressure washing pavement (3500psi), replacing paint and thermoplastic markings, sinkhole repair, and concrete pavement repair. The contract requires the contractor to complete all work within 120 calendar days, with work performed during normal working hours between 6:00 A.M. and 5:00 P.M., and coordination required with Base Operations personnel.
The specification outlines comprehensive requirements for the project, including detailed guidelines for site investigation, material submittals, descriptive data requirements, and environmental protection protocols. The contractor must submit three copies of AF Form 3000 Material Submittal Approval, provide manufacturer's descriptive data, and obtain approval for materials before fabrication or purchase. Additional requirements include adhering to health standards, managing radioactive materials, handling hazardous materials, and following specific excavation, ground fault circuit interrupter, and fire safety regulations. The project will be managed by 42CES/CEN at Maxwell AFB, with the contractor responsible for maintaining site cleanliness, protecting existing landscape, and ensuring all work meets the specified standards.
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Section 00005
SECTION 00005
SCHEDULE OF BID ITEMS
Furnish all plant, labor, materials and equipment necessary to perform all work in connection with Project Number PNQS
24-4829 Airfield Improvements at Maxwell AFB, Alabama, in accordance with the attached specifications and drawings.
Item No. Description Unit of
Issue Total Amount
0001 Pavement Pressure Washing EA $
0002 Markings Replacement EA
0003 Thermoplastic Markings Replacement EA
0004 Sinkhole Repair EA
0005 PCC Pavement Repair EA
Total Bid Items 0001-0005 $_______________
Company: ___________________________
Signature: ________________________________________
42CES/CEN
MAXWELL AFB, ALABAMA
PNQS 24-4829
GENERAL REQUIREMENTS 01000-1
DIVISION 1: Section 01000: General Requirements
1.01 SUMMARY OF WORK
The work covered by these specifications consists of furnishing all plant, labor, equipment and materials and performing all operations in connection with the Airfield Improvements Project to include all areas as indicated on drawings and in strict accordance with these specifications and applicable drawings and subject to terms and conditions of the contract.
The work generally consists of the following:
a. Pressure wash (3500psi) pavement.
b. Replace paint and thermoplastic markings
c. Sinkhole repair
d. Concrete Pavement Repair
2.01 BUILDING OCCUPANCY
2.01.1 Airfield will be in use during construction. Contractor shall coordinate activities with Base Operations personnel. The majority of work during normal working hours. See 4.01.2
3.01 SCHEDULE OF WORK
The Contractor shall be responsible for establishing a schedule to meet construction time. Contractor shall prepare a work schedule on forms provided for schedule of work. Contractor cannot start on site without submitting an initial schedule. Contractor shall have 120 calendar days to complete the work.
3.01.1 PHASING OF WORK: The work herein will be completed in one phase.
4.01 GENERAL
4.01.1 The contractor shall coordinate work with the government to avoid interference with necessary activities within and adjacent to the construction site. The Contractor shall coordinate the work of all trades to prevent any conflicts. The Contractor, before proceeding with the construction, shall resolve any conflicts of components.
4.01.2 The Contractor will perform all work during work hours between 6:00 A. M. and 5:00 P.M(normal working hours). The Contractor will not normally be permitted to work on weekends or on the following legal holidays (or the day the federal government observes these holidays) unless the contractor has coordinated such work with the Technical Monitor/Contract Administrator at least 72 hours in advance:
a. New Year's Day g. Labor Day
b. Martin Luther King, Jr.'s Birthday h. Columbus Day
c. Washington’s Birthday i. Veteran's Day
d. Memorial Day
e. Juneteenth j. Thanksgiving Day
f. Independence Day k. Christmas Day
5.01 SITE VISIT
Contractor is responsible for site investigation in accordance with contract clause entitled "Site Investigation
PNQS 24-4829
GENERAL REQUIREMENTS 01000-2
and Conditions Affecting the Work" (FAR 52.236-3).
6.01 CONTRACT DRAWINGS AND SPECIFICATIONS
The Contractor must comply with the contract clause entitled "Specifications and Drawings for Construction" (FAR 52.236-21). See paragraph 19.01 entitled "INTENT OF DRAWINGS".
7.02 DESCRIPTIVE DATA
The Contractor shall submit three (3) copies of AF Form 3000, Material Submittal Approval, to the Contracting Officer (CO) for approval. Included shall be manufacturer's descriptive data for materials, fixtures, and equipment the Contractor proposes to incorporate in the work. The submittal shall include catalog numbers, diagrams, drawings, and additional descriptive data and samples required to properly evaluate all items. When specifications require materials to conform to Federal, Military, Commercial, American Society for Testing Materials (ASTM), or other specifications and standards, the Contractor shall submit supplier's or manufacturer's Certification of Conformance in addition to other descriptive data.
Catalog numbers and trade names specified indicate examples of a standard product. Other manufacturers' products may be substituted contingent upon approval. Approval of all items must be obtained prior to fabrication or purchase. Payment for work incorporating these materials will not be made if required material submittals have not been approved. Approval of materials, fixtures, and equipment will be based on manufacturer's published ratings and conformance with specifications.
7.02.1 The Material Descriptive Data Submittal shall include the information indicated in each specification section.
7.02.2 The Shop Drawing Submittal shall include the information indicated in each specification section.
7.02.3 The Samples Submittal shall include the information indicated in each specification section.
7.03 CONTRACTOR DEVIATION
When data is submitted for approval, the CO approval of such data shall not relieve the Contractor from responsibility for errors or deviation from contract drawings and specifications. In the case of a deviation, the Contractor shall inform the Contracting Officer in writing of the request for deviation with all the specific data related to the change.
8.01 REAL PROPERTY SUBMITTAL DATA:
Provide data as requested by the Government to complete real property records.
8.01.2 REMOVED EQUIPMENT AND REFRIGERANT: N/A.
8.01.3 SALVAGED EQUIPMENT: N/A
8.02 REMOVAL PROCEDURES:
No items removed will be reused in this contract unless specifically listed in these specifications and/or on the drawings. All removed equipment becomes the property of the Contractor unless noted otherwise.
The Contractor will be required to furnish lifting equipment as necessary to remove the equipment and shall provide all equipment to transport the removed items off base. All unused material or debris will be removed from Government-controlled property. Use of Government-contracted dumpsters is prohibited.
Unused materials, debris and rubbish shall be disposed of off base in a permitted landfill. The Contractor shall comply with Alabama Department of Environmental Management (ADEM) Code, Division 13, Solid Waste Program, and Chapter 335-13-1, through 335-13-8; Adopted November 18, 1981; Amended July 26, 1996.
PNQS 24-4829
GENERAL REQUIREMENTS 01000-3
REFER TO SPECIFICATION SECTION 01001A – GENERAL REQUIREMENTS
ENVIRONMENTAL PROTECTION
8.03 REFRIGERANTS N/A
9.01 GOVERNMENT-FURNISHED ITEMS: n/a
10.01 REFERENCED PUBLICATIONS
All publications referenced in this specification but not shown in each part under paragraph entitled "APPLICABLE PUBLICATIONS", also form a part of these specifications to the extent referenced.
11.01 HEALTH STANDARDS
The following specified guidance is essential to maintaining compliance with the health standards on this base. This contract must adhere to all of the following.
11.01 Radioactive Materials (RAM): Air Force requirements for the management are listed in AFI 40- 201, Management Radioactive Materials in the USAF. All contractors who intend to bring RAM (such as the materials in the soil density gauges, X-ray fluorescence meters, etc.) onto Maxwell AFB must first obtain written approval from the Base Radiation Safety Officer (RSO), in the Bioenvironmental Engineering (BEE) Flight 334-953-5848. To provide this approval, the RSO needs a written request no later than 30 days prior to initiating any work requiring radioactive material. The request must include the following information:
11.01.1 A copy of your NRC license (or State license with a current NRC FonD 241) that authorizes your use of radioactive material on this installation.
11.01.2 Training certificate(s) for individual(s) who will use the instrument on base.
11.01.3 The most recent leak/wipe test for the instrument(s) that will be used on base.
11.01.4 A signed document on company letterhead paper that includes:
a. A brief description of your proposed activities including: instruments to be used and their purpose, the contract number and title under which you will work, location of the work (closest building number, annotated map, or similar identification), and anticipated start and end dates (with the understanding that actual days of use are difficult to specify in advance).
b. The name, local address, and telephone number of both the local representative responsible and the RSO.
c. Name and phone number of the Maxwell AFB inspector overseeing the project.
d. An acknowledgement that the Maxwell AFB RSO can make periodic Checks to ensure contractor personnel follow radiation safety practices to prevent exposure to Air Force personnel and avoid contamination of government property as well as an understanding that the Maxwell AFB RSO has the authority to suspend any contractor operation believed to be unsafe.
11.02 Asbestos/Lead-Based Paint (N/A)
PNQS 24-4829
GENERAL REQUIREMENTS 01000-4
REFER TO SPECIFICATION SECTION 01001A – ENVIRONMENTAL PROTECTION EXHIBIT L
11.03 Drinking Water:
11.03.1 If a facility is to be constructed in which sources of drinking water are provided (sinks, water fountains, showers, etc.), the water lines must be flushed thoroughly prior to occupancy. BEE approval is required before the water is declared potable. The contractor is required to test the interior water lines, provide BEE the documentation at two weeks prior to occupying the facility. If the contractor is not required to do bacteriological testing of the interior water lines, the BEE office should be contacted at least two weeks prior to occupancy so that we may schedule our testing of the system.
11.03.2 If water mains are constructed or repaired, disinfection of the lines must be conducted as stated in ANSI/AWWA C651-92, American Water Works Association for Disinfecting Water Mains prior to putting into service. Provide our office with a copy of the documentation that demonstrates compliance with the above requirements. We recommend coordination of the plan to disinfect water mains prior to construction to ensure that we agree with the disinfection and testing method.
11.04 HAZARDOUS MATERIALS:
All hazardous chemicals (including paint, cleaning solutions, solvents and so on) used by the contractor must be registered with the Maxwell AFB Hazardous Material Manager, which can be contacted at 953- 5260.
12.01 EXCAVATION:
Prior to excavating for any purpose, the Contractor shall obtain an approved Construction Permit, AF Form 103 (dated July 1982), from the 42CES/CE, 400 Cannon Street, Maxwell Air Force Base. The purpose of this form is to give the Contractor clearance to excavate a given area, to protect the underground facilities, and to protect personnel from injury. The Government will determine what facilities are beneath the surfaces and discuss their locations with the Contractor prior to issuing the AF Form 103.
The Contractor is required to determine the exact location to be excavated in relation to the underground facilities prior to excavating. The AF Form 103 may note cable, pipe, etc., in the area; if this occurs, Contractor will be responsible for digging in such a manner so as not to damage the hidden facility.
Contractor will place particular emphasis on the site inspection prior to proposing to determine which facilities are obviously in the area. After receipt of the approved AF Form 103, the Contractor will not perform any excavation work without specific approval by the Contracting Officer.
13.01 GROUND FAULT CIRCUIT INTERRUPTERS
Whenever the Contractor uses portable electrical tools or equipment in an outside location or in an interior wet location where floor is conductive such as concrete, the Contractor shall provide and use a portable ground fault circuit interrupter (GFCI). This shall apply wherever electric power is supplied through Government-controlled facilities. The Contractor shall be responsible for maintaining the GFCI in operating condition and testing it before each use.
14.01 EQUIPMENT MAINTENANCE AND OPERATING INFORMATION: N/A
15.01 EQUIPMENT OPERATING, MAINTENANCE, AND REPAIR MANUALS:
15.01.1 Data Required. Three (3) copies of each manual shall be submitted for approval to the Contracting Officer. The submittal schedule shall be as shown on the submittal register. Each manual shall include the following:
PNQS 24-4829
GENERAL REQUIREMENTS 01000-5
15.02.1 The manuals shall be bound in a 3-ring binder with a hard cover, or 3-hole portfolio for small projects. The following identification shall be inscribed on the cover: "EQUIPMENT OPERATING, MAINTENANCE, AND REPAIR MANUAL" and the building name and number, location, and indication of utility or system covered. Manuals shall be approximately 8 1/2 by 11 inches with large sheets folded in and capable of being easily pulled out for reference.
15.02.2 A warning page shall be provided to warn of potential dangers (it they exist), such as high voltage, toxic chemicals, flammable liquids, explosive materials, carcinogens, or high pressures. The warning page shall be placed inside the front cover, in front of the title page.
15.02.3 The title page shall show the name, address and phone number of the Contractor, the contract number and the date of publication.
15.02.4 Provide a table of contents in accordance with standard commercial practice.
15.02.5 Separate Sections and manuals. Manuals shall include, in separate sections, the following information for each item of equipment and system:
15.02.6 Performance sheets and graphs show capacity data, efficiencies, electrical characteristics, pressure drops, and flow rates. Marked-up catalogs or catalog pages do not satisfy this requirement.
Performance information shall be presented as concisely as possible and contain only data pertaining to equipment actually installed.
15.02.7 Catalog cuts showing application information
15.02.8 Installation information showing minimum acceptable requirements.
15.02.9 Operation and maintenance requirements. Include adequate illustrative material to identify and locate operating controls, indicating devices and locations of areas or items requiring maintenance.
Describe, in detail, starting and stopping procedures for components, adjustments required to obtain optimum equipment performance, and corrective actions for malfunctions. Maintenance instructions describe the nature and frequency of routine maintenance and procedures to be followed. Indicate any special tools, materials, and test equipment that may be required.
15.03 Repair information including diagrams and schematics, guidance for diagnosing problems, and detailed instructions for making repairs. Provide trouble-shooting information that includes a statement of the indication or symptom of trouble and the sequential instructions necessary. Include test hookups to determine the cause, special tools, and test equipment, and methods for returning the equipment to operating conditions. Information may be in chart form or in tabular format with appropriate headings.
15.03.2 Parts list, names and addresses of the two closest parts supply agencies.
15.03.3 Names and addresses of the local manufacturer representatives and the parent company.
16.01 OTHER EQUIPMENT
The Contractor will be required to furnish a brochure, catalog cut sheet, parts list, manufacturer's spec sheet, and/or other printed information that shows detailed parts data, and the manufacturer's name, address, and telephone number, for all other equipment (such as hardware, lighting fixtures, etc.) subject to repair or maintenance procedures. The data shall be furnished in three (3) copies (for each building) to the C.O. at the final inspection. This requirement is in addition to the requirements for material submittals specified elsewhere in this contract. Information submitted as a part of "Equipment Operating, Maintenance, and Repair Manuals" will be considered a part of this requirement.
17.01 FIRE REGULATIONS
PNQS 24-4829
GENERAL REQUIREMENTS 01000-6
The Contractor shall comply with all aspects of the National Fire Protection Association (NFPA) publication 241, "Safeguarding Building Construction, Alteration and Demolition Operations; EM 385-1-1, Safety and Health Requirements Manual; and Maxwell AFB Instruction 32-2005, Fire Prevention and Protection During Construction, Alteration, Demolition, and Repair Operations.
18.01 ASBESTOS
No friable asbestos containing materials will be installed as a part of this contract. Spray application of asbestos or asbestos-containing materials to exposed walls, ceilings, ducts, columns, etc. is prohibited.
In the event friable asbestos containing materials are encountered during "rip out" and demolition operations, the Contractor shall stop work immediately and notify the TM/Contract Administrator who will take appropriate action.
19.01 INTENT OF DRAWINGS
All drawings are diagrammatic and are intended to qualify the materials specified and indicate their intended relationship with each other. The drawings are not to be scaled; rather field conditions should dictate placement. The various scales used on the drawings may not allow the indications of all fittings, offsets, and accessories that may be required. The Contractor is to carefully investigate the conditions that would affect the work to be performed and shall arrange such work accordingly.
20.01 AS-BUILT DRAWINGS
The Contractor shall provide to the Government marked drawings commonly referred to as "as-builts" indicating conditions that differ from that shown on the contract plans. The Contractor will review with the CO the "as-builts" as needed to ensure an accurate up-to-date set of documents is being kept. Changes are to be noted as the work progresses. The Contractor will utilize a government-furnished copy of the contract drawings with the changes neatly indicated in red using the drafting standards and legends indicated in the contract drawings. One copy is required and will be submitted to the CO at the final inspection. If there are no changes, a title sheet (from the contract drawings) will only be required with the note "NO CHANGES" marked appropriately.
If it is performance specification and the contractor is doing the layout of the facility infrastructure, they need to furnish AutoCAD drawing for approval prior to construction and Auto Cad AS BUILT DRAWINGS at the end of the project. The drawings will be delivered in a useable electronic format as an AutoCAD “.dwg” file, 2024 or greater
21.01 TRAFFIC CONTROL
The Contractor shall be responsible for the orderly handling of traffic through the work at all times during the life of the construction contract. This shall be accomplished in conformity with Sub article (d).
"HANDLING OF TRAFFIC," of Article 104.04, "Sequence of Construction for Handling Traffic Through the Work and Construction and Maintenance of Detours," of Section 104, "SCOPE OF WORK," of the Alabama Highway Department "Standard Specifications for Highway Construction," 1992 Edition. In this specification, the word "Engineer" Shall be replaced with the words CO.
22.01 CONTRACTOR MAINTENANCE
At the end of each working day the Contractor shall clean up the work site which includes the construction area(s), construction office area(s), material storage area(s), parking and eating area(s), and any other area(s) affected by the construction process. Stacked material shall not be within 8m (25-feet) of an active roadway. Tracking of soil, mud or other construction debris or substances on any Base Street, parking area, sidewalk, patio, driveway, turf, or other area shall not be permitted. Contractor shall keep all turfed areas mowed and clean within the construction limits, and shrubs and other elements in the
PNQS 24-4829
GENERAL REQUIREMENTS 01000-7
landscape shall be maintained.
23.01 ENVIRONMENTAL PROTECTION
23.01.1 MAXWELL & GUNTER STORMWATER BMP FOR LATEX PAINT:
23.01.2 MAXWELL & GUNTER STORMWATER BMP FOR OIL BASE PAINT, POLYURETHANE &
CLEANING SOLUTIONS:
23.01.3 CONTRACT REQUIREMENTS FOR BUILDINGS WITH LEAD-BASED PAINT
24.01 ENVIRONMENTAL RELEASE REPORTING
An environmental release report shall be completed for all environmental releases that are caused by an Air Force activity, or which occur on an Air Force installation or facility. Examples of environmental releases are listed as follows but not limited to oil releases to navigable waters, hazardous substance release above the reportable quantity, vinyl chloride releases, excessive emissions over amount allowed in permits, hazardous material incidents occurring during transportation, underground storage tank spills and releases, and any emergency incidents of environmental contamination. The Contractor shall immediately notify the TM/Contract Administrator in the event of any environmental release. The following information shall be documented, the time, type, amount, and cause of release.
25.01 PROTECTION OF EXISTING LANDSCAPE DURING CONSTRUCTION:
25.01.1 REPAIR OR REPLACEMENT OF DAMAGED LANDSCAPE
If there is any failure to comply with these General Requirements Section or any other Contract Specification or provision or term of this contract occurs during installation, maintenance, or warranty, the Contractor shall be held responsible. The repair work shall be inspected and accepted by the Government. Any discrepancies shall be fixed before acceptance.
25.02.2 REQUIREMENTS
25.02.2.1 The following requirements shall be observed by the Contractor in order to protect existing landscape (to include trees, shrubs, flowers, turf, flower beds, sidewalks, patios, fences, etc.) during construction operations.
No vehicle parking is allowed under canopies or within the drip-line root zone of protected trees. All trees are to be protected unless they are shown to be removed on the plans.
No storage of materials will be allowed under protected tree canopies or beside existing shrub plantings.
PNQS 24-4829
GENERAL REQUIREMENTS 01000-8
25.02.2.2 No storage of materials on turf areas shall be allowed unless the has given the Contractor approval. If any lawn damage occurs (even with special permission), the Contractor shall restore the lawn per par. 25.02.2.3.05 below.
25.02.2.3 No driving across, parking, or other equipment operations on existing turf shall be permitted unless prior approval has been obtained from the TM/Contract Administrator. If any lawn damage occurs (even with special permission), the Contractor shall restore the lawn per par. 25.02.2.4.05 below.
25.02.2.3.01 No pruning or breaking off existing trees or shrubs shall be permitted unless prior approval has been obtained from the TM/Contract Administrator. If prior approval is not obtained, the Contractor is liable for the repair/replacement of any damaged landscape items.
25.02.2.3.02 No work shall damage the health of any tree whose roots extend into the construction area.
No fences, ropes, cables, signs, or devices of any kind shall be attached to any tree.
25.02.2.3.03 The TM shall be notified immediately of any damage occurring to a tree at the construction site, or any tree damaged by Contractor personnel. The TM/Contract Administrator shall take direct measures, if any, to treat the injury. The Government shall incur no cost for any corrective measures, including, but not limited to, removal and replacement of the tree.
25.02.2.3.04 If the Contractor causes the death or 60% decline to any protected tree(s) within a 24-month period, the Contractor shall remove and replace the damaged tree(s) with size and species of tree(s) directed by the TM. The size of the new tree(s) shall equal caliper size of removed tree(s).
25.02.2.3.05 Damaged turf areas shall be replaced with sod. The use of grass seed to repair turf damage at Maxwell AFB or Gunter Annex is not permitted.
26.01 STAGING AREA
The Contractor will be provided space as indicated for an office trailer and a 6’ wood fence with lockable gates around the staging of materials in support of this project and must provide protection and security for it in that area.
27.01 TESTING
Where specific tests are required by this contract, the Contractor shall notify the CO at least 24 hours prior to testing. The Contractor shall turn in a test report, if required, to the TM/Contract Administrator as soon as possible. The Contractor shall not proceed with any work that would cover up the work being tested until the TM/Contract Administrator has approved the work being tested.
28.01 WARRANTIES
All workmanship, materials, and equipment shall be under warranty for at least one year as set forth in the contract clause entitled "Warranty of Construction" (FAR 52.246-21). See specs for warranties extending beyond the one-year period.
29.01 PROTECTION OF GOVERNMENT PROPERTY AND PERSONNEL
29.01.1 WORK AREAS INCLUDED
29.01.2 Construction site.
Area or areas in which the work of the contract is accomplished or performed.
29.01.3 Storage areas.
PNQS 24-4829
GENERAL REQUIREMENTS 01000-9
Area or areas used for the storage of materials, devices, appliances, and equipment to be used in the work.
29.01.4 Office and shed areas.
Area or areas for placing or setting of temporary field office, tool sheds, or storage sheds.
29.01.5 Transportation areas.
Area or areas that are defined as streets, roads, driveways, parking areas, etc., paved, treated, and unpaved; area or areas not paved, such as grass plots or grass areas used for transportation purposes.
29.02 CONDUCT OF WORK
The Contractor shall conduct work so the Government property and personnel, other personnel, and work areas shall be protected at all times from inconvenience, damage of any nature, or injury caused by this work until completion of the contract.
29.03 REPAIR OR REPLACEMENT OF DAMAGED PROPERTY
In the event of damages of any nature caused by this work (including maintenance and warranty operations) due to improper protection, precaution, or safety measures, such damages shall be repaired, or such property shall be replaced by the Contractor at no expense, cost, or charge to the Government.
In the event the Contractor does not satisfactorily repair or replace such damage caused by the work of the contract, the Government reserves the right to make the necessary corrections and deduct from the contract price the cost to the Government for inconveniences, labor material, etc. involved. Reference contract clause "Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements"
(FAR 52.236-9).
29.04 BARRICADES
The Contractor shall furnish, place and maintain all required barricades as directed by the Safety Office and the TM/Contract Administrator, and access driveways and doors will remain clear at all times.
30.01 FINAL CLEANING
30.01.1 CLEANING SCHEDULE
Execute final cleaning prior to the final inspection.
30.01.2 PROCEDURES
30.01.3 Clean surfaces exposed to view.
30.01.3.1 Remove temporary labels, stains, and foreign substances; polish transparent and glossy surfaces; wet mop tile or sealed concrete floors, vacuum carpeted floors, broom clean other floors.
30.01.3.2 Clean equipment and fixtures to a sanitary condition.
30.01.3.3 Clean or replace filters of mechanical equipment.
30.01.3.4 Any additional cleaning as specified in other sections.
30.01.3.5 Clean sites of all construction related and project related debris.
30.01.3.6 Remove waste and surplus materials, rubbish, and construction facilities from the work areas
PNQS 24-4829
GENERAL REQUIREMENTS 01000-10
and the site.
31.01 CLOSEOUT PROCEDURES
When the Contractor is ready for final inspection, the Contractor shall notify the CO (in writing) within two
(2) working days of the desired inspection date. During the inspection, the Contractor and the CO shall document all deficiencies on a "punchlist." The CO will provide a formal copy of the punchlist to the Contractor. The Contractor shall be responsible for correcting all punchlist items prior to the end of the contract completion date and notify the CO (in writing) when the contractor is ready for re-inspection.
32.01 SECURITY REQUIREMENTS FOR UNCLASSIFIED CONTRACTS
32.01.1 NOTIFICATION
The Contractor shall notify 42 SFS/SPAI, Maxwell AFB AL, no later than 10 days after contract award.
The notification shall include:
a. Name, address, and telephone number of each company representative.
b. The contract number and contracting agency (e.g., 42 CONS/PKC).
c. The description of the work to be performed/construction project number.
d. The location(s) of the construction work (i.e., street address or other description of the construction site).
e. The date contract performance begins.
f. Any updates to information previously provided under this paragraph.
42 CONS/PKC will brief specific instructions during the Preconstruction Conference
32.02 LIST OF EMPLOYEES
The Contractor shall maintain a current listing of employees. The list shall include employees’ names, social security number, and level of security clearance (if contract work involves unescorted entry to Air Force restricted or other sensitive areas designated by the installation commander). The list shall be validated and signed by the company Facility Security Officer (FSO) and provided to the TM/Contract Administrator, Maxwell AFB, AL, prior to the contract start date. Updated listings shall be provided when an employee's status or information changes. 42 CONS/PKC will brief specific instructions during the Preconstruction Conference
32.03 PASS AND IDENTIFICATION
32.03.1 The Contractor shall obtain the following pass and identification items:
32.03.1.1 DD Form 1172, "Application for Uniformed Services Identification Card" (AFI 36-3001 and AETCR 30-1). Forms shall be supplied by the Contracting Office Customer Service Station. The Contractor shall fill out the forms and take them to Pass and Identification, Building 502, 10 North Pine Street, Maxwell AFB.
32.03.1.2 AETC Form 58, "Civilian Identification Card" (AETCR 30-1). Pass and Identification will issue this to each Contractor employee.
32.03.1.3 AF Form 2219 (series), "Registered Vehicle Expiration Tab", (AFI 31-204), "Motor Vehicle Traffic Supervision" and DD Form 2220, "DOD Registered Vehicle and Installation Tab" (AFI 31-204).
The Security Forces, Pass and Registration Section, building 502, 10 North Pine Street (at the Bell Street entrance) will issue vehicle registration decals, upon proof of employment, insurance, ownership of vehicle, and a valid driver's license. A temporary decal will be issued if employment is for six months or less.
PNQS 24-4829
GENERAL REQUIREMENTS 01000-11
32.03.1.4 AF Form 1199, USAF Restricted Area Badge, or a locally developed badge (if applicable).
32.03.1.5 AF Form 75, Visitor/Vehicle Pass (AFI 31-204)
32.03.1.6 The Contractor shall retrieve all identification media, including vehicle decals from employees who depart for any reason before the contract expires (e.g., terminated for cause, retirement, etc.)
32.04 PHYSICAL SECURITY; KEY CONTROL; LOCK COMBINATIONS &
CONTROLLED/RESTRICTED AREAS
32.04.1 Physical security. The Contractor shall be responsible for safeguarding all Government property and controlled forms provided for the Contractor's use. At the end of each work period, all Government facilities, equipment, and materials shall be secured. The Contractor shall be also responsible for the security of his own facilities, equipment, and material.
32.04.2 Key control.
The Contractor shall establish and implement methods of making sure all keys issued to the Contractor by the Government are not lost or misplaced and are not used by unauthorized persons. The following shall apply:
32.04.2.1.01 The Contractor shall not duplicate any keys issued by the Government
32.04.2.1.02 The Contractor shall immediately report any occurrences of lost or duplicated keys to the Government.
32.04.2.1.03 In the event of lost or duplicated keys, the Contractor may be required, upon written direction of the Government, to re-key or replace the affected lock or locks without cost to the Government. The Government may, however, at its option, replace the affected lock or locks or perform re-keying and deduct the cost of such from payment due the Contractor. In the event a master key is lost or duplicated, the Government shall replace all locks and keys for that system and the total cost deducted from payment due the Contractor.
32.04.2.1.04 The Contractor shall prohibit the use of Government issued keys by any persons other than the Contractor's employees and the opening of locked areas by Contractor employees to permit entrance of persons other than Contractor employees engaged in performance of contract work requirements in those areas.
32.04.3 Controlled/Restricted Areas.
The Contractor shall implement local Base procedures for entry to Air Force control/restricted areas where Contractor personnel will work.
32.04.4 Lock combinations.
The Contractor shall control access to all Government-provided lock combinations to preclude unauthorized entry.
32.05 OPERATING INSTRUCTION (OI)
If applicable, the Contractor shall develop an OI for internal circulation control, protection of resources, and regulated entry into Air Force controlled areas during normal, simulated, and actual emergency operations. The OI shall be coordinated through 42 SFS/SPAIR located at 130 W. Selfridge Street, Maxwell AFB, and shall be written in accordance with AFI 31-209 ("Air Force Resource Protection
PNQS 24-4829
GENERAL REQUIREMENTS 01000-12
Program"), the local Base Operations Plan, and AFI 31-210 ("Anti-Terrorism Program").
32.06 REPORTING THREATS TO SECURITY
The Contractor shall comply with the requirements of AFI 71-101V1, "Counterintelligence Awareness and Briefing Program." Contractor personnel shall report to an appropriate authority any information or circumstances of which they are aware may pose a threat to the security of DOD or Contractor personnel, resources, and classified or unclassified defense information. Contractor employees shall be briefed by their immediate supervisor upon initial on-base assignment.
32.07 WEAPONS, FIREARMS, AND AMMUNITION
Contractor employees are prohibited from possessing weapons, firearms, or ammunition on themselves or within Contractor-owned or privately owned vehicles while on Maxwell AFB or Gunter Annex.
32.08 TRAFFIC LAWS
All Contractor personnel shall comply with Base traffic regulations.
32.09 Suitability Investigations
Contractor personnel shall successfully complete, as a minimum, National Agency Check (NAC), before operating government furnished workstations that have access to Air Force e-mail systems. These investigations shall be submitted by the government at no additional cost to the contractor. The contractor shall comply with the DOD 5200.2-R, Personnel Security Program, and AFI 33-119, Electronic Mail (E-Mail) Management and Use, requirements.
33.01 REQUIRED INSURANCE
33.01 Reference FAR clause 52.228-5 entitled “Insurance...” the Contractor shall, at its own expense, procure and thereafter maintain the following kinds of insurance with respect to performance under the contract.
a. Workmen’s Compensation and Employers Liability Insurance as required by law except that if this contract is to be performed in a State which does not require or permit private insurance, then compliance with the statutory or administrative requirements in any such State will be satisfactory. The required Workmen’s Compensation insurance shall extend to cover employer’s liability for accidental bodily injury or death and for occupational disease with a minimum liability limit of $100,000.
b. General Liability Insurance. Bodily injury liability insurance, in the minimum limits of $500,000 per occurrence shall be required on the comprehensive form of the policy.
c. Automobile Liability Insurance. The insurance shall be required on the comprehensive form of policy and shall provide bodily and property damage liability covering the operation of all automobiles used in connection with the performance of the contract. At least the minimum limits of $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage shall be required. This insurance shall cover the operation of automobiles by Contractor employees and authorized Government employees and third parties.
34.01 CLAUSES AND PROVISIONS (SEP 2000)
34.01 Clauses and provisions from the Federal Acquisition Regulation (FAR) and supplements thereto are incorporated in this document by reference and in full text. Those incorporated by reference have the same force and effect as if they were given in full text.
34.02 Even though most of the clauses and provisions are incorporated by reference, some clauses
PNQS 24-4829
GENERAL REQUIREMENTS 01000-13
and provisions are required to be completed and submitted by the offeror with offer. The full text of the clauses and provisions may be seen at https://www.acquisition.gov/
34.03 Clauses and provisions in this document will be numbered in sequence.
34.04 Sections K, L and M will be physically removed from any resultant award, but will be deemed to be incorporated, by reference, into that award.
35.01 SMOKING IN AETC FACILITIES
Contractors are advised that the Commander has placed restrictions on the smoking of tobacco products in AETC facilities. AFI 40-102, Tobacco Use in the Air Force, and its AETC supplement 1, outline the procedures used by the commander to control smoking in our facilities. Contractor employees and visitors are subject to the same restrictions as government personnel. Smoking is permitted only in designated smoking areas.
36.01 INSPECTION AND ACCEPTANCE
36.01 42 CES/CEN is designated as the office responsible for inspecting the work while the CO is responsible for final acceptance of the work.
END OF SECTION
https://www.acquisition.gov/
SECTION 01305
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.01 SUMMARY (Not Applicable)
1.02 REFERENCES (Not Applicable)
1.03 SUBMITTAL CLASSIFICATION
1.03.1 Submittals are classified as follows:
1.03.1.1 Contracting Officer (CO) Approval: CO approval is required for extensions of design, critical materials, deviations, equipment whose compatibility with the entire system must be checked. Within the terms of the Contract Clause entitled "Specifications and Drawings for
Construction", they are considered to be "shop drawings."
1.03.1.2 For Information Only: All submittals not requiring the Government approval will be “For information only” (FIO). They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above.
1.04 APPROVED SUBMITTALS:
The approval of submittals by the CO/Contract Administrator shall not be construed as a check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval will not relieve the Contractor of the responsibility for any error that may exist because the Contractor is responsible for the dimensions and design of adequate connections, details and satisfactory construction of all work. After submittals have been approved by the CO/Contract
Administrator, no resubmittals for the purpose of substituting materials or equipment will be given consideration unless accompanied by an explanation as to why a substitution is necessary.
1.05 DISAPPROVED SUBMITTALS:
The Contractor shall make all corrections required by the CO/Contract Administrator and promptly furnish a corrected submittal in the form and number of copies as specified for the initial submittal. If the
Contractor considers any correction indicated on the submittals to constitute a change to the contract, notice as required under the Contract Clause entitled "Changes" shall be given promptly to the CO.
PART 2 PRODUCTS (Not Applicable)
PART 3 EXECUTIONS
3.01 GENERAL:
The Contractor shall submit all items listed on the Submittal Register (AF Form 66 Schedule of Material
Submittals, or equivalent) or specified in the other sections of these specifications. The CO may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections. Units of weights and measures used on all submittals shall be the same used in the contract drawings. Unless noted otherwise by the CO/Contract Administrator, submittals shall be made in three (3) hard copies as shown on the Submittal Register or submitted electronically. Each submittal shall be complete and in sufficient detail to allow ready determination of compliance with contract requirements. Prior to submittal, all items shall be checked and approved and each respective transmittal form or material approval submittal (AF Form 3000, Material Approval Submittal) shall be stamped, signed and dated by the Contractor certifying that the accompanying submittal complies with the contract requirements. Submittals shall include line number of item from Government-prepared
Submittal Register. Proposed deviations from the contract requirements shall be clearly identified.
Submittals shall include items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples;
O&M manuals including parts list; certifications; warranties and other such required submittals.
Submittals requiring approval by the CO/Contract Administrator shall be scheduled and made prior to the acquisition of the material or equipment covered thereby.
3.02 SUBMITTAL REGISTER (AF FORM 66 Schedule of Material Submittals):
A Submittal Register on AF Form 66, Schedule of Material Submittals, shall be made available to the
Contractor upon issuance of Notice to Proceed. Within ten working days, the Contractor shall meet with the Technical Manager (TM)/Contract Administrator to jointly review the contractor-prepared Submittal
Register. The Contractor shall be responsible for providing all items listed on the Submittal Register in accordance with the scheduled submittal dates. Allowance shall be made for rejected submittals.
3.03 SCHEDULING:
Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. The Contractor shall take special care to timely schedule the submittal date required for long lead-time items and shall allow 10 working days for review action by the Contract
Administrator on all submittals except as noted below. No delays damages or time extensions will be allowed for time lost in late submittals. All submittals will be made on AF Form 3000, Material
Approval Submittal as specified below.
3.04 TRANSMITTAL FORM (AF FORM 3000, Material Approval Submittal):
AF FORM 3000, Material Approval Submittal shall be used for submitting both Government approved and information only submittals in accordance with the instructions on the reverse side of the form.
These forms will be furnished to the Contractor by the Contract Administrator. This form shall be properly completed by filling out all the heading blank spaces and identifying each item submitted.
Special care will be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.
3.05 CONTROL OF SUBMITTALS:
The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal
Register."
3.06 SUBMITTALS:
Upon completion of the review of a submittal requiring approval, the submittal will be identified as having received approval or disapproval by being so noted on AF FORM 3000, Material Approval
Submittal, by the CO/Contract Administrator. Such submittals shall be made in accordance with the
Construction Contract Clause entitled "Specifications and Drawings for Construction" and the following:
unless otherwise noted on the Submittal Register, three (3) prints of all drawings; or, if catalog cuts, printed specifications or similar publications are used as submittals, three (3) original copies shall be submitted. One corrected copy shall be returned to the Contractor. In cases where "trade names or equal" specifications are used, any equal substitution by the Contractor will be considered a deviation and will require approval. Any submittal requesting a deviation shall be considered as one requiring "approval" action. Payment for materials incorporated into the work will not be allowed if required approvals have not been obtained. Upon completion of review of submittals requiring approval, the submittals will be identified as having received approval or disapproval by being so noted on AF FORM 3000, Material
Approval Submittal.
3.07 FIO SUBMITTALS:
All other submittals are considered to be FIO submittals and may be subject to review action by the
CO/Contract Administrator or may be simply receipt acknowledged. Any submittal “For Information
Only” shall be clearly marked “FIO”. Normally FIO submittals will not be returned. Approval is not required for information only submittals. The CO reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications and will not prevent the CO from requiring removal and replacement if nonconforming material is incorporated in the work. This also does not relieve the Contractor of the requirement to furnish samples for testing by an independent laboratory or check testing by the CO/Contract Administrator, in those instances where the technical specifications so prescribe. It shall be the Contractor's responsibility to ensure that the materials and/or equipment covered by that submittal meets the contract requirements. Any such FIO submittal found to contain errors or omissions shall be resubmitted as one requiring "approval" action. All FIO submittals shall be made in triplicate unless otherwise specified.
END OF SECTION 01305
UFC 3-260-04
16 May 2018
UNIFIED FACILITIES CRITERIA (UFC)
APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED
AIRFIELD AND HELIPORT MARKING
AIRFIELD AND HELIPORT MARKING
Any copyrighted material included in this UFC is identified at its point of use.
Use of the copyrighted material apart from this UFC must have the permission of the copyright holder.
U.S. ARMY CORPS OF ENGINEERS
NAVAL FACILITIES ENGINEERING COMMAND
AIR FORCE CIVIL ENGINEER CENTER (Preparing Activity)
Record of Changes (changes are indicated by \1\ ... /1/)
Change No. Date Location
This UFC supersedes Air Force ETL 04-2, Standard Airfield Pavement Marking Schemes, 19 July 2004; Army TM 5-823-4 C1, Marking of Army Airfield-Heliport Operational and Maintenance Facilities, July 1987; UFC 3-260-05A, Marking of Army Airfield Heliport Operational and Maintenance Facilities, 16 January 2004;
Army Engineering and Construction Bulletin, Marking of Army Airfields and Heliports, 1 October 2012; and Army ETL 1110-3-512, Army Airfield and Heliport Markings, 30 September 2015.
FOREWORD
The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD (AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and work for other customers where appropriate. All construction outside of the United States is also governed by Status of Forces Agreements (SOFA), Host Nation Funded Construction Agreements (HNFA), and, in some instances, Bilateral Infrastructure Agreements (BIA.)
Therefore, the acquisition team must ensure compliance with the most stringent of the UFC, the SOFA, the HNFA, and the BIA, as applicable.
UFC are living documents and will be periodically reviewed, updated, and made available to users as part of the Services’ responsibility for providing technical criteria for military construction. Headquarters, U.S. Army Corps of Engineers (HQUSACE), Naval Facilities Engineering Command (NAVFAC), and Air Force Civil Engineer Center (AFCEC) are responsible for administration of the UFC system. Defense agencies should contact the preparing Service for document interpretation and improvements. Technical content of UFC is the responsibility of the cognizant DoD working group. Recommended changes with supporting rationale should be sent to the respective Service proponent office by the following electronic form: Criteria Change Request. The form is also accessible from the Internet site listed below.
UFC are effective upon issuance and are distributed only in electronic media from the following source:
Whole Building Design Guide web site http://dod.wbdg.org/.
Refer to UFC 1-200-01, DoD Building Code (General Building Requirements), for implementation of new issuances on projects.
AUTHORIZED BY:
LARRY D. McCALLISTER, PhD, PE, PMP, SES
JOSEPH E. GOTT, P.E.
Chief Engineer
Chief, Engineering and Construction Directorate of Civil Works
Naval Facilities Engineering Command
U.S. Army Corps of Engineers
EDWIN H. OSHIBA, SES MICHAEL McANDREW Director, AF Civil Engineer Center Deputy Assistant Secretary of Defense
(Facilities Investment and Management) Office of the Assistant Secretary of Defense (Energy, Installations, and Environment)
NEW DOCUMENT SUMMARY SHEET
Document: UFC 3-260-04, Airfield and Heliport Marking Superseding: Air Force Engineering Technical Letter (ETL) 04-2, Standard Airfield Pavement Marking Schemes, 19 July 2004; Army TM 5-823-4 C1, Marking of Army Airfield-Heliport Operational and Maintenance Facilities, July 1987; UFC 3-260-05A, Marking of Army Airfield Heliport Operational and Maintenance Facilities, 16 January 2004; and Army Engineering and Construction Bulletin, Marking of Army Airfields and Heliports, 1 October 2012, and Army ETL 1110-3-512, Army Airfield and Heliport Markings, 30 September 2015 Description: The purpose of this document is to provide standard dimensions, colors, retro-reflectivity requirements, layout, placement, and orientation standards for marking…
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