Atch_1 _SOW_Demo_Pool_dtd_20_Aug_13.docx

RKMF 13-0118

Demo Bldg 780 Solicitation FA4861-12-B-####

STATEMENT OF WORK

FOR

RKMF 13-0135, DEMO POOL FACILITIES 433,434,436 &438

NELLIS AIR FORCE BASE, NEVADA

OFFICE OF THE BASE CIVIL ENGINEER

20 Aug 2013

01 11 00 - 41

SPECIFICATION INDEX

SPECIFICATION INDEX

Solicitation FA4861-13-R-A014

Specification Index

(5-JAN-2010)

SECTION 01 11 00

SUMMARY OF WORK

1. PART 1 – GENERAL

1.1 SUMMARY

1.1.1 Description: Contractor shall furnish all design, labor, equipment, material, manufactured articles, transportation, supervision, and all else necessary to perform all operations in connection with successfully completing the project: RKMF 13-0135, DEMO POOL FACILITIES 433,434,436 & 438 on Nellis Air Force Base, as specified herein, as required per attached specifications and referenced documents, and as shown on attached project drawings.

1.1.2 Definitions:

1.1.2.1 Contracting Officer: The term Contracting Officer refers to the Contracting Officer or his/her designated representative.

1.1.2.2 Contracting Officer’s Representative: The Base Civil Engineer or his authorized representative is designated as the Contracting Officer's Representative (COR) (Construction Manager), for the purpose of technical surveillance and evaluation of the work performed under this contract. This designation in no way authorizes anyone other than the Contracting Officer to commit the Government to changes in the terms of the contract.

1.1.2.3 Contractor: The term Contractor refers to the general contractor. The general contractor is responsible for all subcontractors, suppliers, and consultants under his employ.

1.1.2.4 Designer of Record (DOR): The individual accountable for specific portions of the design documents. Where professional certification is required for the design, the DOR would be the individual providing certification for that portion of the design. Where professional certification is not required, the DOR would typically be the individual who provided the design or specifications for a particular aspect of the project (i.e.: architectural, civil, structural, mechanical or electrical).

1.2 LOCATION: The project sites are located at Nellis AFB.

1.2.1 Nellis Air Force Base (NAFB) is located approximately nine (9) miles north of downtown Las Vegas on Highway U.S. 93 (Las Vegas Blvd). NAFB consists of three main areas: the Main Base, Area II, and Area III. The specific project location is indicated on drawings accompanying this contract.

1.3 DESCRIPTION OF WORK

1.3.1 General Requirements:

1.3.1.1 Temporary construction sign, to include Dust Control permit, shall be provided by Contractor and installed within the site. Contractor shall obtain Dust Control permit through Clark County.

1.3.1.2 Contractor shall obtain all other permits, such as Storm Water Construction Permit (1.20.9), as required.

1.3.1.3 Abatement material sampling and testing was performed by the government and copies of the reports are provided, see Appendix C. Contractor is responsible for field verifying all information given.

· Clearance sampling and documentation shall be provided by an independent third party Nevada approved consultant, and use of Government approved (National Voluntary Laboratory Accreditation Program (NVLAP) laboratory prior to removal of the containment/enclosure barriers.

· Containment of the Work Area: Workers shall be required to wear personal protective equipment capable of providing necessary levels of protection from existing asbestos at all times when working in areas where suspect asbestos materials may have previously been disturbed and during any work taking place within the containment area.

· Protection of Abatement Workers: All contractor personnel scheduled to work within the containment area shall provide current copies of the following listed documents to the Contracting Officer prior to the start of work.

1.) Current certificate verifying EPA/OSHA asbestos supervisor or worker training.

2.) Current certificate of medical qualification for accomplishing the required work and wearing the appropriate protective equipment.

3.) Current Nevada Department of Industrial Relations permits to do asbestos work.

1.3.1.4 Ensure continued utility service to remaining facilities in the area after demolition.

1.3.1.5 If a utility main is in the street, Contractor shall sawcut and patch back any pavement with like material after capping lines. Patch shall be a minimum of 2’ wider than trench on both sides, i.e. if trench is 2’ wide the patch will be 6’ wide. Road closures will be limited to one lane at a time if required, see 1.20.5 for submission requirements.

1.3.1.6 Prior to any utility outages, Contractor shall apply for and obtain an approved AF 103, Base Civil Engineering Work Clearance Request. Clearance is required prior to start of demolition. Contractor shall be responsible for processing the AF Form 103 (allow at least 28 days to process).

1.3.1.7 Dump receipts shall be submitted to the government verifying tonnage of material dumped and recycled for all items removed from base, see Recycling Requirements 1.22.11.2.

1.3.1.8 Contractor shall submit 35%, 95%, and 100% designs to include new parking lot light electrical run details, new concrete details, parking lot paving details, capped utility details, and post construction site plan, reference line item 1.4 for Design Requirements.

1.3.2 Demo of facility 433: involves the complete demolition of a building and a tennis court, to include foundations and noted underground utilities as shown in attached drawings see Appendix B.

1.3.2.1 Abatement, see Appendix C Abatement reports:

· LBP identified on ceramic wall tile in restroom.

· LBP identified on brown wood and metal around the exterior perimeter of the building.

· Government testing found no other LBP or Asbestos, contractor to field verify.

1.3.2.2 Demo approximately 1,650 SF building. Building 433 is a prefabricated building made of various materials, primarily consisting of wood and metal on a concrete pad.

1.3.2.3 Demo approximately 12,500 SF of tennis court. Tennis court is made of a concrete foundation with a fence and 6 light poles.

1.3.2.4 Remove and dispose of all of the existing HVAC system. The removal of the HVAC must be accomplished by a certified person and the coolant must be disposed of according to all applicable codes.

1.3.2.5 Demo all electrical circuits back to transformer, to include demo of all disconnects and concrete pads.

1.3.2.6 Demo water lines and sewer lines. Disconnect and cap all utilities appropriately back to the point of connection at the main. NOTE: Wage Determination NV130004, Building, Mod 5 dated 9 Aug 2013 applies for line items: 1.3.2.1 thru 1.3.2.6.

1.3.3 Demo of facility 434: involves the complete demolition of the outdoor pool area and solar water heating area, to include foundations and noted underground utilities as shown in attached drawings see Appendix B.

1.3.3.1 Abatement, see Appendix C Abatement reports:

· Government testing found no LBP or Asbestos, contractor to field verify.

1.3.3.2 Demo approximately 9,300 SF of pools and a diving board. Pools shall be demolished completely, to include removal of all concrete and utility lines, then filled and compacted in accordance with Appendix B Earthwork.

1.3.3.3 Demo approximately 20,000 SF of concrete encircling the pools.

1.3.3.4 Demo approximately 700 LF CMU wall.

1.3.3.5 Demo approximately 7,300 SF of solar water heating components and the surrounding fence.

1.3.3.6 Demo remaining shade structures.

1.3.3.7 Demo 3 exterior light poles.

1.3.3.8 Demo all electrical circuits back to transformer, to include demo of all disconnects and concrete pads.

1.3.3.9 Demo water lines and sewer lines. Disconnect and cap all utilities appropriately back to the point of connection at the main.

1.3.3.10 Items to be removed by the government prior to Notice to Proceed (NTP) being issued for construction as follows:

· Fixtures for external lights

· Seven (7) shade structures

· Moveable storage sheds

1.3.3.11 Tables and chairs Wage Determination NV130004, Building, Mod 5 dated 9 Aug 2013 applies for line items: 1.3.3.1 thru 1.3.3.9

1.3.4 Demo of facility 436: involves the complete demolition of a building, to include foundations and noted underground utilities as shown in attached drawings see Appendix B.

1.3.4.1 Abatement, see Appendix C Abatement reports:

· LBP identified on yellow handrail.

· Government testing found no other LBP or Asbestos, contractor to field verify.

1.3.4.2 Demo approximately 1,800 SF pump house. Building 436 is a CMU building made of various materials, primarily consisting of CMU block on a concrete pad.

1.3.4.3 Remove and dispose of all of the existing HVAC system. The removal of the HVAC must be accomplished by a certified person and the coolant must be disposed of according to all applicable codes.

1.3.4.4 Demo all electrical circuits back to power pole, to include demo of all transformers, disconnects and concrete pads.

1.3.4.5 Demo water lines and sewer lines. Disconnect and cap all utilities appropriately back to the point of connection at the main.

1.3.4.6 Items to be removed by the government prior to Notice to Proceed (NTP) being issued for construction as follows:

· Pump house (building 436) electrical breakers

1.3.4.7 Pumps, associated hardware, and chemicals Wage Determination NV130004, Building, Mod 5 dated 9 Aug 2013 applies for line items: 1.3.4.1 thru 1.3.4.5.

1.3.5 Demo of facility 438: involves the demolition of building and overhang, to include foundations and noted underground utilities as shown in attached drawings see Appendix B.

1.3.5.1 Abatement, see Appendix C Abatement reports:

· LBP identified on ceramic tile located in bathrooms.

· Government testing found no LBP or Asbestos, contractor to field verify.

1.3.5.2 Demo approximately 2,850 SF building. Building 438 is a CMU building made of various materials, primarily consisting of CMU block on a concrete pad.

1.3.5.3 Demo approximately 1,500 SF overhang structure covering the east entrance walkway.

1.3.5.4 Remove and dispose of all of the existing HVAC system. The removal of the HVAC must be accomplished by a certified person and the coolant must be disposed of according to all applicable codes.

1.3.5.5 Demo all electrical circuits back to transformer, to include demo of all disconnects and concrete pads.

1.3.5.6 Demo water lines and sewer lines. Disconnect and cap all utilities appropriately back to the point of connection at the main.

1.3.5.7 Items to be removed by the government prior to Notice to Proceed (NTP) being issued for construction as follows:

· Showerheads and handles

· Lockers

1.3.5.8 Kitchen equipment Wage Determination NV130004, Building, Mod 5 dated 9 Aug 2013 applies for line items: 1.3.5.1 thru 1.3.5.6.

1.3.6 Parking Lot: involves demo of asphalt and sidewalk, addition of curb, asphalt, and side walk, and removal/replacement of the remaining parking lot, see attached drawings in Appendix B. For bid purposes, cost accounting shall be split evenly between facilities 434, 436, and 438.

1.3.6.1 Demo approximately 1,500 SF of asphalt parking lot as indicated in attached drawings see, Appendix B.

1.3.6.2 Demo approximately 1,700 SF of concrete sidewalk/entryway as indicated in attached drawing of specific exterior demo area, see Appendix B.

1.3.6.3 Remove and replace approximately 28,000 SF of asphalt pavement as shown in attached drawings see Appendix B.

1.3.6.3.1 Work includes the demolition of the existing asphalt pavement (2”-3” thick), scarifying the top 6" of the aggregate base course (compact to 98% of laboratory maximum density), installing 3" of asphalt wearing course (1/2" design mix compacted to 97% of the density of the laboratory compacted specimen), fog sealing and restriping. Restriping shall not require any handicap spaces.

1.3.6.4 Disconnect and reconnect parking lot lights. Disconnect power from present building 436 transformer and cap wires at the north parking lot light pole. Add a 5-kVA transformer powered from building 439 parking lot light circuit and connect at south parking lot light pole, as shown in attached drawings see Appendix B.

1.3.6.5 Construct approximately 20 LF curb to separate rock landscaping and north west section of new parking lot, see Appendix B.

1.3.6.6 Construct approximately 185 SF of concrete sidewalk in front of building 438, to match existing sidewalk after demo of entry, see Appendix B.

1.3.6.7 Construct approximately 700 SF of asphalt parking lot patch, to match repaved, to replace removed concrete entry currently jutting into parking lot, see Appendix B. Wage Determination NV130034, Highway, Mod 34 dated 4 Jan 2013 applies for line items: 1.3.6.1 thru 1.3.6.7

1.3.7 Landscaping: involves landscaping of disturbed areas with rock landscaping as shown in Appendix B. For bid purposes, cost accounting shall be split evenly between the 4 facilities.

1.3.7.1 Demo approximately 1,100 SF Bocce ball pit.

1.3.7.2 Demo north facing Bocce pit light fixtures and light switch attached to building 439 parking lot light pole as shown, see Appendix B. Pole and parking lot light to remain.

1.3.7.3 Provide proper fill, compaction, and surface drainage for the site after demolition. Disturbed area shall be compacted to 90% prior to placement of landscape rock, see Appendix A. Soil samples shall be submitted to the government for approval.

1.3.7.4 Irrigation lines shall be reconfigured as necessary to maintain proper irrigation to surrounding areas still requiring water. Reference paragraph 1.22.14 Protection of Flora and Fauna.

1.3.7.4.1 Special care must be taken to maintain 8 protected Joshua trees on site within parking lot islands during demolition.

1.3.7.4.2 Vegetation around the tennis and solar water heating areas to remain, see Appendix B.

1.3.7.5 Landscape the area with ¾” red granite rock mulch, 3” deep. Spray herbicide and provide weed-block fabric under the rock mulch. Product data and submittal required prior to approval. Weed-block shall be a minimum weight of 3oz/SY. Location identified in attached drawings, see Appendix B.

1.3.7.6 Landscape the foot print of building 433 with salt and pepper rock recovered from the southern end of the project site as shown in attached drawings see Appendix B. Wage Determination NV130004, Building, Mod 5 dated 9 Aug 2013 applies for line items: 1.3.7.1 thru 1.3.7.6.

1.4 DESIGN LEVELS AND REQUIREMENTS:

1.4.1 35% Design: In general, documents which show the essential components of the proposed design and convey that the contractor fully understands the project requirements and that his/her proposed price includes all required elements of work to complete the project. The documents will include the following minimum information, as applicable to each project: drawings, contractor shall provide four (4) hard copies and two (2) electronic copies (Adobe Acrobat PDF) of the submittal documents, a list showing sections to be incorporated in the specifications, and any other design components relating to the 35% design as identified in the TO. Major mechanical and electrical equipment items shall be shown on the drawings with single line diagrams. All utilities and structures shall be shown as well as the paving/ grading/drainage plan, haul route, and contractor’s storage site.

1.4.1.1 Drawings: Drawings shall also include the following, as applicable:

1.4.1.1.1 Site Plans: All required controlling dimensions. Site plan showing proposed location of work including benchmarks, access from main roads, and surface or sub-surface drainage concepts. Utilize scale which shows building site, relation to adjacent structures, existing utilities, additional utilities required, and other major site features. Scales for site plans shall be sufficiently large to clearly delineate building location, topographical, utilities, streets, roads and parking, vegetation and other pertinent data. Show new and existing site amenities.

1.4.1.1.2 Plans and Elevations: Floor plans with dimensions and functional arrangement of all areas; including corridors, exits, stairs, and utility spaces properly related to exterior access, roads, parking, and service areas, etc. Individual treatment shall be given to items involving special design and/or deviations from accepted standards and of complex design. Gross floor areas shall be shown for each floor and for the entire building. Floor and roof framing, and loadings shall be indicated. Built-in, installed, and specialized portable equipment shall be indicated to scale. Pertinent information regarding fire prevention and safety requirements shall be shown. Design live and wind loads shall be shown. Elevations shall include story heights, penetration, and adaptation to finished grades at the site. All plans and elevations shall portray general layout and interfacing features even if such features are not in the contract area. Equipment to be included in the project shall be accurately located and scaled. All project areas and project systems and equipment shall be identified. Areas shown on the floor plan but not included in the project shall be so designated by shading, outlining, or other clean concise means.

1.4.1.1.3 Other Drawings: Shall depict the project accurately and shall show sufficient detail to convey the intended appearance and work scope of the project. Detail references, notes, and material indications shall be sufficient to thoroughly describe and index the work. Exterior and/or interior elevations shall be submitted when the project involves work on such surfaces. Provide demolition drawings as required. Provide interior and exterior finish schedule and door and hardware schedule.

1.4.1.1.4 Structural, Mechanical, Plumbing, Fire Protection, Electrical, and Tele-Communications: Provide general layout of major systems, utility support, and major design features. Clearly show and note project scope. Connection points and method of connection to existing utilities shall be shown.

1.4.1.1.5 Sections of structures, including framing, partitions, suspended ceilings, (if any), ducts, etc., shall be shown.

1.4.1.1.6 Typical wall sections shall be shown at a scale of no less than 3/4 inch = 1 foot. Sections shall include material and thicknesses, methods of attachment, and type of windows with relation thereof to supporting structural columns or walls.

1.4.1.1.7 For heating, air conditioning, mechanical ventilation and plumbing, and special features such as elevators, hoists, kitchen equipment, etc., indicate the location, capacity, and space requirements for all major items of mechanical equipment. Single line indication and riser diagrams of ducts, pipes, and equipment and their approximate location shall also be shown. Indication shall be made as to whether piping and duct work are exposed or concealed. Functional areas where pipes are exposed shall be delineated. Approximate operating range or capacity for heating, ventilation, air conditioning, and refrigeration equipment shall be clearly stated.

1.4.1.1.8 For electrical systems, indicate lighting arrangements, type of fixtures proposed, general light intensities, special electrical requirements of the user, including communications and electronic facilities where applicable, light and power service entrance and distribution arrangement. Conduits, including those to be wired by others, shall be shown together with indication as to whether conduits are exposed. Functional areas having exposed conduits shall be delineated. Riser diagrams, showing service equipment, feeders, and panels, other than branch circuits, shall be shown. Cable sizes, current demand factors and the switch and panel board descriptions are not required at this time. Location capacity and space requirements of all major items of equipment shall be shown including interior substations with service equipment and panels. Power, communication, and electronic features shall be indicated in sufficient detail to identify requirements clearly and to indicate the means of satisfying the requirements.

1.4.1.1.9 Provide separate lists of all Government-furnished equipment to be installed by the contractor and equipment furnished and installed by the Government, if applicable.

1.4.1.1.10 Contractor must include all comments from the 35% design review in the 95% design submittal. Contractor shall not submit 95% design until the 35% has been approved by the Government.

1.4.1.1.11 Scales: Shall be sufficiently large to clearly portray the work. Mechanical and electrical schematics shall be large enough so that relative features are proportionate and easily related to architectural plans and features.

1.4.1.1.12 Hard copies shall be half size (11" x 17") paper and shall be clearly readable. The use of redline schematics shall not be acceptable. Drawings shall be to the scale as normally used in professional practice, and including detailed schedules and legends appropriate to describe the design. Drawings shall be of sufficient detail to fully communicate the design concept and project scope. Submission of drawings in the incorrect scale shall result in disapproval of the submittal.

1.4.1.2 Technical Analysis: A detailed technical analysis shall be included with each submittal. The technical analysis shall include all applicable items as listed below. Sufficient detail shall be provided so that the rationale for the design proposal is fully communicated. The technical analysis will include the rationale for material selections and the basis for the costs used in preparing the cost estimate. The basic calculations needed to size the components of the project must be included. It is the responsibility of the Contractor to verify all recorded as-built conditions before the start of work; the Contractor shall include a survey of such conditions in their initial design analysis. Interior design parameters and an interior finish schedule shall be presented for initial review.

1.4.1.2.1 Problem Identification: Description of the problem(s) and how the proposed design will solve the problem(s).

1.4.1.2.2 Site Description:

· Earthwork calculations

· New facility orientation

· Description of project landscaping, vegetation, and trees

· Any applicable site restrictions

· Building utility connections to utility runs

· Storm drainage (Calculations and materials rationale)

· Parking and paving

· Topographical survey

· Soils test and reports

1.4.1.2.3 Architectural and Structural:

· Space relationships and architectural configuration

· All structural calculations including design loads

· Consideration for seismic design

· Consideration for facility use by handicapped

· Rationale for finish material and color selection

· Rationale for roof type selection

· Sound attenuation design and supporting calculations

· Soil boring data, foundation design loads

· Rationale for use of structural materials

· Design relationships to existing area facilities

· Manufacturers catalog cuts on appropriate materials

1.4.1.2.4 Electrical:

· All facility load calculations

· Rationale for selection of materials and fixtures

· Rationale for type of lighting selected

· Provisions for communications

· Manufacturer's catalog cuts on material and equipment

1.4.2 95% Design: Documents shall build upon the prior design submittal. This will include, for review, final and complete drawings, and specifications. All project requirements identified in the most current TO revision, site visit minutes, modifications, and review comments must be incorporated. The Contractor shall provide four (4) hard copies and two (2) electronic copies (Adobe Acrobat PDF) of the submittal documents. Contractor shall not submit 100% design until the 95% has been approved by the Government.

1.4.2.1 Technical Analysis: Shall provide all answers to comments made on 35% submittal and form a complete and final analysis package.

1.4.2.2 Drawings: Shall provide a package of drawings, complete in all respects. The submitted drawings shall be dated with the date of the submittal and the cover sheet shall state that it is a 95% design submittal. Drawings shall include all applicable drawings from the following list:

· Cover Sheet/Project Location Maps

· Index of drawings

· Haul routes

· Project location

· Site Plans:

· Building location and orientation

· Existing topographic conditions plan

· Grading and drainage plan including subsurface

· Soils borings plan and logs

· Airfield runways, taxiways, ramp, streets, roads, walks and parking including subsurface

· Exterior utilities beyond five feet (5') building line. Details of connection into existing utilities.

· Landscape Plan and Plant Schedule (if applicable)

· Architectural Drawings:

· Overall key floor plan with room legend

· Foundation plan

· Floor plan

· Roof framing plan

· Interior/exterior elevations

· Interior/exterior details

· Architectural sections and details

· Interior color and finish schedules

· Door and window schedules

· Hardware schedule

· Exterior building elevations

· Architectural features

· Electrical Drawings:

· Floor plan with fixture location, circuiting, switching, convenience outlets-electrical service to equipment, and existing power panels

· Panel board schedules

· Electrical details, mountings, tie-in to existing, and supporting utilities

· Single line electrical riser diagrams

· Fire alarm system

· Fixture and equipment schedules

· Telephone, intercom, communications and paging system

· Symbol list

1.5 SITE VISIT: Contractors are urged to attend the site visit that will be scheduled by Base Contracting prior to the bid opening. (See Contract FAR Clauses 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigation and Conditions Affecting the Work)

1.6 SINGLE, PRIME CONTRACT: The work will be constructed under a single, prime contract.

1.7 PERFORMANCE PERIODS & NOTICE(S) TO PROCEED:

1.7.1 The performance period for the design segment of this project is 90 calendar days after receipt of the Notice to Proceed. At the beginning of a project, after bonding has been submitted and approved, the Contracting Officer shall initiate a Notice to Proceed #1 (NTP1) so that the Contractor can perform design, initial material tests, get submittals approved, and mobilize equipment. This shall not occur until after the appropriate bonds have been received by the Contracting Officer after contract award. The Government review period for 35% and 95%design submittals is two weeks. Review period for 100% design is one week. The Contractor shall include review time in their design segment performance period.

1.7.2 The performance period for the construction portion of this project is 90 calendar days after receipt of the Notice to Proceed. At the beginning of the construction performance window, and if all necessary submittals have been approved by the Contracting Officer, the Contracting Officer shall initiate Notice to Proceed #2 (NTP2) to allow actual demolition and construction work to begin. NTP for construction may not occur prior to 1 December 2013, pending additional approvals from the State Historic Preservation Office.

1.8 CODES & STANDARDS: All design and construction must be in compliance with the International Building Code (IBC) latest Edition, Department of Defense Unified Facilities Criteria Standards (UFC), all Public Laws (P.L.), Executive Orders (E.O.), Code of Federal Regulations (CFR), Department of Defense Instructions (DODI), Department of Defense Directives (DODD), and Clark County, State of Nevada, and Federal standards, codes, and laws or other higher authority documents as applicable. Any discrepancies between code or standards provisions and the contract documents shall immediately be brought to the Contracting Officer’s attention, and the more stringent requirements shall apply unless otherwise directed.

1.8.1 ABATEMENT REGULATIONS:

a. American Conference of Governmental Industrial Hygienists (ACGIH)

b. American Society for Testing and Materials (ASTM)

c. Code of Federal Regulations (CFR) 29 CFR 1910, Occupational Safety and Health Standards 29 CFR 1910.134, Respiratory Protection Standard 29 CFR 1926, Safety and Health Regulations for Construction.

d. Environmental Protection Agency (EPA) EPA 3401-90-018 (1990) Asbestos/NESHAP Regulated Asbestos Containing Materials Guidance.

e. Nevada Administrative Code (NAC) 444 Disposal of Asbestos

1.8.2 COMMUNICATIONS SPECIFICATIONS: The design and construction of the communications system shall comply with the requirements stated in the following documents: Section 271000 Building Telecommunications Cabling System; 38 EIG Handbook 33-01 Communications and Information FIRST FOUR HUNDRED FEET; Engineering Technical Letter (ETL) 02-12: Communications and Information System Criteria for Air Force Facilities; UFC 3-580-01 Telecommunications Building Cabling Systems Planning and Design; Telecommunication Industry Association (TIA) Standards; Comm Room Wiring Plan. All work under this section shall be performed by and all equipment shall be furnished and installed by a Building Industry Consulting Service International (BICSI) certified telecommunications contractor. Any conflicts between standards must be brought to the Contracting Officer’s attention and will be resolved through the appropriate 99 CS Plans and Programs office.

1.8.3 OTHER STANDARDS: All project design and construction shall meet the requirements stated in the following documents: All applicable design goals stated in the Nellis-Creech Installation Development and Design (ID2) Handbook (August 2011), Contractor shall comply with and implement all applicable technical constraints, considerations, and policies stated in the ID2 Handbook unless an alternate approach is stated in project scope of work or approved by Contracting Officer.

1.8.4 Contractors shall be responsible for obtaining copies of all items referenced in this paragraph. Department of Defense criteria can be retrieved at: http://cbbs.spk.usace.army.mil.

1.9 WORKING HOURS: Standard working hours are from 7:00 a.m. to 4:00 p.m. Monday through Friday excluding Federal Holidays and the day after Thanksgiving. Contractor requested deviations to this schedule will be considered if it is in the best interest of the government as determined by the Contracting Officer. If the Contractor desires on working hours other than 7:00 am to 4:00 pm, Monday through Friday, he must submit to the Contracting Officer a work schedule at least five working days prior. The schedule shall note the activities planned, the planned hours of work, and the reason for the additional hours so that the construction inspectors can plan their work schedule

1.10 AIR FORCE BASE ENTRY, REGULATIONS, & RESTRICTIONS

1.10.1 Reference contract clause AFFARS 5352.242-9000, Contractor Access to Air Force Installations, for details on obtaining base access passes for contractor personnel.

1.10.2 Conformance with Regulations/Directives: The Contractor shall conform to base regulations and directives pertaining to security, safety, traffic, fire and personnel clearances, insofar as they pertain to the Contractor's activities as directed by the Contracting Officer. Contractor employees and visitors are subject to the same restrictions as government personnel. Some of these are noted in the following paragraphs.

1.10.2.1 Smoking: Smoking is permitted in designated, outside smoking areas only. No smoking will be allowed within any base facility.

1.10.2.2 Seatbelts: The use of seatbelts by all vehicle operators and passengers is mandatory on Nellis AFB and in the state of Nevada. On Nellis AFB, vehicle operators and passengers caught not wearing their seatbelt will be issued a traffic citation and may lose their on-base driving privileges.

1.10.2.3 Firearms/Illegal Drugs: No firearms or illegal drugs are allowed to be brought onto Nellis AFB. By accepting a vehicle pass, each person gives their consent to a search of their vehicle while it is entering, on, or leaving Nellis AFB.

1.10.2.4 Speed Limit: Unless otherwise posted, the speed limit on base is 25 MPH and in base housing areas and flightline it is 15 MPH.

1.10.2.5 Cell Phones: Use of non-hands-free cell phones while driving on an AF installation is prohibited.

1.10.2.6 Parking: Contractor vehicles and equipment will be parked in common parking areas or as otherwise approved in writing by the Contracting Officer.

1.10.3 Enhanced Security Measures: During elevated force protection levels there may be increased security and more restricted access to Nellis AFB.

1.10.4 Additional Information: The following procedures and requirements for construction contractors requiring access, if followed, will assist in reducing delays in gaining access to work areas.

1.10.4.1 At Nellis AFB, construction contractors may access the base through the Main Gate, Tyndall Gate, Range Road Gate, and Area II Gate. However, all commercial vehicles and vehicles larger than pickup trucks will be required to access the base through the Area II gate only (or Range Road Gate for Area III access); the turnoff to the Area II gate is across from the racetrack on Las Vegas Blvd approximately 3 miles north of the Main Gate.

1.10.4.2 Upon arrival at a gate, all vehicle occupants will be required to show identification. A pictured identification such as a driver’s license will be required. The person will be required to identify himself/herself and the firm he/she works for and the information will be verified against the Entry Authority List (EAL) and may then proceed to obtain their long term pass.

1.10.4.3 Personnel cannot show up at the gate without prior notification for access and expect to gain access. Verbal access cannot be provided.

1.10.4.4 Each employee and their vehicle may be subjected to search before entry. Each employee will be expected to comply with all directions provided by security personnel at the access gates. Failure to fully comply with directions provided by security personnel will result in access being denied. Before attempting access, ensure there are no weapons or other prohibited items in the vehicle as they will be confiscated if found. Further, no practical jokes or wise remarks will be tolerated. Security of Nellis AFB is treated as serious business and full cooperation is required.

1.10.4.5 Once access to the base has been granted, each contractor employee will be expected to proceed to the work site and not go to other facilities except in the performance of their work. Access to the flightline can only be allowed through additional authorization.

1.10.4.6 Expect some delays in gaining access to the base especially between the hours of 6:30 AM to 8:00 AM due to heavy traffic.

1.10.4.7 Gate Hours: Gate hours are subject to change by the Government at any time due to military activities. Contractor shall be responsible for coordinating with the Contracting Officer for base access.

1.10.5 Unauthorized Activity: The contractor shall inform all personnel working under his/her jurisdiction (including subcontractor and supplier personnel) that access to areas outside of the immediate work area (excluding cafeterias and restrooms near the work site, direct haul and access routes, Contracting and Civil Engineering offices, and points of supply and storage) is prohibited. Circulation of said personnel will be limited to official business only. Persons engaged in unauthorized reconnaissance of other contractor or government activity will be referred to the Contracting Officer for disposition. Infractions involving possible compromise of national security will be turned over to the FBI for disposition.

1.10.6 FAA Notification: Contractor will submit the required FAA Form 7460-1 to the FAA via https://oeaaa.faa.gov/oeaaa/external/portal.jsp for all new construction, work on the exterior of existing facilities, and all crane usage. Contractor will follow any and all requirements dictated by the FAA or Nellis AFB Airfield Operations personnel in response to the FAA Form 7460-1 submittal.

1.11 COORDINATING AND SCHEDULING

1.11.1 Work Coordination: In order for the work to progress smoothly and cause minimal difficulties, it will be necessary for the contractor, construction inspector, project engineer, and Contracting Officer to maintain close and active coordination. At all times, the Contractor shall keep the Government informed of when and what work will be accomplished. All work schedules will be coordinated with the appropriate representatives of the Contracting and Technical offices.

1.11.1.1 All work shall be accomplished in such a manner that causes minimum inconvenience to the government.

1.11.1.2 At least two (2) calendar days prior to testing or closing hidden work, the Contractor shall identify such work and notify the Contracting Officer and Technical Representative when it will be accomplished. If proper inspections are not accomplished as a result of such lack of notification, the Contractor bears the risk of possibly removing completed work and reaccomplishing such uninspected work at no cost to the government.

1.11.2 Progress Schedule: The schedule contemplated by contract clause FAR 52.236-15, Schedules for Construction Contracts, shall be accomplished on and in accordance with the instructions pertaining to AF Form 3064 (AF3064), Contract Progress Schedule, and as specified herein.

1.11.2.1 Work percentages shall be plotted weekly, from Sunday through Saturday, beginning with the date of receipt of the Notice to Proceed (NTP) through the contract completion date. Once approved, schedules will not be changed without Contracting Officer direction and/or approval.

1.11.2.2 The Work Elements, column B on the AF3064 shall be identified by the applicable, major element of work (e.g., Site Work, Concrete, Electrical, etc.).

1.11.2.3 The percentage of each listed work element of the job shall be shown opposite each major work element in Column C of the Contract Progress Schedule and may be expressed in whole numbers or may be carried out to two (2) decimals.

1.11.2.4 In order to assist CE in evaluating the progress of the construction, the contractor shall submit to CE a Schedule of Values worksheet which will identify each sub-element of work along with its dollar and percentage values of the project work.

1.11.2.5 High dollar value material items may be submitted for payment prior to installation in conformance with Contract FAR Clause 52.232-5, Payments Under Fixed-Price Construction Contracts. Such items must be clearly and separately identified in the Schedule of Values (either as a major or sub-element of work) specified in the approved AF3064.

1.11.3 Progress Reports: The report contemplated by contract clause FAR 52.236-15, Schedules for Construction Contracts, shall be accomplished on and in accordance with the instructions pertaining to AF Form 3065 (AF3065), Contract Progress Report, and as specified herein.

1.11.3.1 Progress Reports shall be submitted weekly by close of business on the Monday following completion of the previous rating period.

1.11.3.2 Whenever the cumulative percentage of the work is 5% or more below the scheduled percentage, the Progress Report shall be accompanied by a letter of explanation for the delay and a plan detailing how the contractor intends to get back on schedule.

1.11.3.3 Each AF3065 shall be reviewed by the project inspector and CO for accuracy. Payment shall be authorized based on the Contracting Officer’s determination of percentage complete as reflected on the approved AF3065.

1.12 SUBMITTALS

1.12.1 AF Form 66 (AF66), Schedule of Material Submittals:

1.12.1.1 If an AF66 listing required submittal items was included with the project documents: Within 10 calendar days after receipt of the Notice to Proceed (NTP) with construction, the Contractor shall identify a not later than “required submission date” for each item specified on this form. Contractor shall ensure the specified dates provide adequate time to process the requirement and allows sufficient order/receipt time prior to the projected installation date.

1.12.1.2 If an AF66 is required to be developed with the design documents for the project: The contractor shall develop and provide the AF66 within the timeframes specified. Required submission of the material items listed shall be identified as NTP + XX calendar days. Contractor shall ensure the specified dates provide adequate time to process the requirement and allows sufficient order/receipt time prior to the projected installation date.

1.12.2 AF Form 3000 (AF3000), Material Approval Submittal:

1.12.2.1 Each submittal shall be transmitted under an AF3000 and shall be prepared in accordance with the Instructions on the reverse of the form and in Section 01300, Submittals and Substitutions.

1.12.2.2 Variance from contract requirements: Whenever materials or drawings are required to be submitted by the Contractor for approval, and the material or drawings submitted are at variance with the specifications or Government drawings, but are approved by the Contracting Officer inadvertently and without consciousness of the variance, then the approval shall not be final unless the Contractor expressly noted on the submittal that "This material or drawing varies from specifications in the following aspects."

1.13 GOVERNMENT-FURNISHED-PROPERTY (GFP): NA

1.14 HAUL ROUTE

1.14.1 Specified Haul Route: The Contractor shall follow specified haul routes for this project, unless otherwise directed. The Contractor may make changes to the route only with the prior approval of the Contracting Officer at no additional cost to the Government. The Contractor shall restore the area to its original condition at the end of the contract period unless specific, written approval has been granted by the Contracting Officer.

1.14.2 Haul Route Cleanup: In an effort to minimize Foreign Object Damage (FOD) potential to aircraft, all mud, dirt, debris, foreign objects, or spills of any kind from the Contractor's operations (including subcontractors and suppliers) on taxiways, runways, parking aprons, hard surfaces, streets, and parking lots used as access to the work or staging areas, shall be cleaned immediately after use. Cleanup shall be performed to the satisfaction of the Contracting Officer and the Airfield Manager. Contractor may be held responsible for FOD to aircraft, if the FOD is attributable to his negligence or failure to comply with contract requirements.

1.15 MATERIAL STORAGE

1.15.1 Storage Area: Unless otherwise indicated, no on-base storage facilities are available for contractor owned supplies, tools, materials or equipment. Buildings and structures which are part of the contract may be used for storage provided the space is not required for government occupancy and the contractor accepts full responsibility for the material stored therein. The Contractor shall be responsible for protecting all construction materials from weather damage.

1.15.2 Storage Site: the Contracting Officer shall designate a storage site for contractor-owned supplies, tools, materials, and/or equipment in close proximity to the jobsite. All job equipment and material not in use, but to be installed in or used on the project by the Contractor may only be stored in this area. Security for the equipment and material storage shall be provided by the Contractor at his risk. Contractor shall install and maintain temporary fencing around storage area. Fence shall be a minimum of six feet high and have tan screening material so visibility through fence is obstructed. Fence shall be of sufficient strength to withstand high wind loads, shall remain in place for the duration of the contract, and be removed at the end of the contract at the contractor’s expense. Site shall be returned to its original condition.

1.16 UTILITIES SERVICES

1.16.1 Water and Electricity: In accordance with Contract FAR Clause 52.236-14, Availability and Use of Utility Services, all reasonable amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system outlets and supplies. Normal quantities of electricity and water necessary to make final tests of completely installed systems will be furnished by the Government. With prior coordination with the Contracting Officer, the Contractor shall be given access to water hydrants to obtain water for construction activities. The Contractor shall provide and install a double back flow preventer with meter to all water hydrants made available to them for project use.

1.16.2 Telephone: Commercial telephone lines are not available to the contractor. Separate communication arrangements must be made by the Contractor as necessary.

1.16.3 Temporary Utility Connections: The Contractor shall furnish to the Contracting Officer a complete system layout drawing showing type of materials to be used and method of installation for all temporary electrical systems. All temporary lines shall be maintained by the Contractor and shall be removed and the area restored to its original condition by the Contractor prior to final acceptance of the construction. The point of connection shall be coordinated with the Government technical representative prior to connection.

1.17 UTILITY SERVICE INTERRUPTIONS: If any utility will require interruption in service the following would apply:

1.17.1 Advance Notification: The Contractor shall submit written notification not less than 28 calendar days in advance of each interruption of each utility and/or communication service to or within existing buildings and facilities being used by others.

1.17.2 Duration: No single outage will exceed four (4) hours at a time or more than once in any two week period unless approved in writing by the Contracting Officer. The time and duration of all outages will be coordinated with the Using Agency by Customer Service. Utility outages required shall be scheduled so as to provide the minimum interference to the government. Outages shall occur on weekends and/or during non-standard work hours depending on facilities affected and Using Agency operations.

1.17.3 Clearance: No outage may begin until the Contractor has applied for and obtained an Air Force Form 103, Base Civil Engineering Work Clearance Request. The Contractor shall apply for the clearance on Nellis at Bldg 843, Civil Engineer Customer Service, and on Creech at Bldg 231, Civil Engineering. Permit application shall be submitted a minimum of four (4) weeks prior to any outage as the Air Force portion of the permit typically takes four (4) weeks to complete.

1.18 EMERGENCY MEDICAL TREATMENT: The Mike O’Callaghan Federal Hospital (MOFH) will provide emergency medical treatment to employees of the Contractor for injuries incurred while working at Nellis AFB, NV. The Contractor will be required to reimburse the Government at an established rate for non-beneficiaries in accordance with DoD Regulation 6010.15. After receiving initial emergency treatment, the Contractor will provide the hospital with the name of a physician and/or hospital to which injured personnel can be transferred for further treatment and care. Follow-on care after initial emergency treatment will not be provided. There are very limited medical services available at Creech AFB and on the NTTR.

1.19 SECURITY:

1.19.1 Physical Security: The Contractor shall provide physical security for the materials and work under his control, and shall immediately notify the Contracting Officer when equipment, material or work area is damaged.

1.19.2 Security Personnel: If the Contractor elects to provide security personnel, Contractor security personnel will not carry weapons on base (including MACE and night sticks). It is the responsibility of the Contractor to notify security police, through the Contracting Officer, of security personnel who will be in the area.

1.19.3 Communications: In accordance with Air Force Instruction 33-211, all communications with DoD organizations are subject to communications security (COMSEC) review. Contractor personnel will be aware telephone communications networks are continually subject to intercept by unfriendly intelligence organizations. The DoD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls originating from, or terminating at, DoD organizations. Therefore, civilian contractor personnel are advised any time they place a call to, or receive a call from, a USAF organization, they are subject to COMSEC procedures. The contractor will assume the responsibility for ensuring wide and frequent dissemination of the above information to all employees.

1.20 SAFETY AND ACCIDENT PREVENTION

1.20.1 General: Compliance with the current U.S. Army Corps of Engineers "Safety and Health Requirements Manual", EM 385-1-1; Occupational Safety and Health Act (OSHA) Public Law 1910 and 1926; Air Force Occupational Safety and Health (AFOSH) standards, and current Nellis AFB safety regulations is mandatory. The prime Contractor shall be held responsible to insure that his/her workforce and any subcontractor or supplier workforce comply with the above safety requirements.

1.20.2 Personnel Safety: Adequate protection of all persons shall be provided at all times. Work shall proceed in a manner to prevent hazard.

1.20.3 Temporary Barriers: Contractor shall install and maintain temporary barriers around construction work areas to prevent unauthorized personnel from area.

1.20.4 Road Closures/Lane Restrictions: The Contractor shall be responsible for submitting a closure/lane restriction plan to Contracting for approval at least 30 days in advance of any anticipated closure/restriction.