Atch 01- MACC SOW.pdf

Solicitation FA486119RA001

Attachment # 01

STATEMENT OF WORK

FOR

MULTIPLE AWARD CONSTRUCTION CONTRACT (MACC)

NELLIS AIR FORCE BASE, NEVADA

OFFICE OF THE BASE CIVIL ENGINEER

(11 Nov 2018)

SPECIFICATION INDEX

SPECIFICATION INDEX

DIVISION 1 GENERAL REQUIREMENTS DATED PAGES

Cover Sheet 11 Nov 2018 1

Specification Index 11 Nov 2018 1

List of Attachments 11 Nov 2018 1

01 11 00 Summary of Work 11 Nov 2018 63

01 33 00 Submittal Procedures with AF Form 66, Schedule of Material Submittals 11 Nov 2018 6

List of Attachments

Attach # Description Date # of

Pages Referenced

1 MACC SOW 11 Nov 18 72

2 Nellis-Creech AFB Installation Facilities Standards (IFS) appendix - Fire Protection Requirements 22 Jan 2019 10 1.3.6

3 Nellis-Creech AFB IFS appendix - Communications Requirements Jan 2017 29 1.9.

4 Nellis-Creech AFB IFS appendix - Electrical Requirements 22 Jan 2019 11 1.9.

5 Nellis-Creech AFB IFS appendix - Lighting Requirements 22 Jan 2019 3 1.9.

6 Nellis-Creech AFB IFS appendix - Mechanical-Plumbing Requirements 22 Jan 2019 7 1.9.

7 Nellis-Creech AFB IFS appendix - Utility Meter Requirements 22 Jan 2019 6 1.9.

8 Environmental Permit Guidance Sep 2018 2 1.25.4 9 ACC Sole Source EMCS Letter 03 Jun 03 1 1.21.1

10 NAFB Plan 32-7086 Hazardous Materials Management Plan 01 Feb 10 57 1.25.2.3.1 11 USAF Integrated Cultural Resources Management Plan 13 Nov 17 384 1.25.10

Creech AFB Electrical Standards 12 UM1-6C 3-Phase Pad and Vault 20 Jun 13 1 1.18.4.1 13 UR2 (S) Primary & Secondary Trenching Requirements 20 Jun 13 1 1.18.4.1 14 UM3-14 1-Phase CJE Conduit Placement Standards 21 Jun 13 1 1.18.4.1 15 UM33 200 Amp 3-Phase CJE 4 inch Conduit Placement Standards 21 Jun 13 1 1.18.4.1 16 UM33 3-Phase CJE Conduit Placement Standards 20 Jun 13 1 1.18.4.1 17 Bulletin 1728F-806 UG Main VEA standard 26 Jun 00 91 1.18.4.1 18 Power Trench Sand and Backfill Requirements 30 Apr 13 2 1.18.4.1 19 UG 17-2 3-Phase Delta-Wye Pad Mounted Transformer Loop Feed 28 Jun 13 1 1.18.4.1 20 UM3-14 VEA Standards 21 Jun 13 1 1.18.4.1 21 UG17-2 VEA Standards 21 Jun 13 1 1.18.4.1 22 UM33 VEA Standards 21 Jun 13 1 1.18.4.1 23 UM48-2 Multi-Grounds 21 Jun 13 1 1.18.4.1 24 VEA Connection Charge Agreement N/A 2 1.18.4.1

Forms 25 NTTR Visitor Request 20 Mar 19 3 1.11.7.1.5 26 Nuclear Gauge Form 1 N/A 1 1.23.10 27 Nuclear Gauge Form 2 N/A 1 1.23.10 28 AF Form 103, Base Civil Engineering Work Clearance Request 01 Aug 94 1 1.19.1 29 Cost Estimate Template N/A 1 1.3.3.2 30 Progress Schedule Template N/A 1 1.12.2 31 Progress Report Template N/A 1 1.12.3 32 Schedule of Values Template N/A 1 1.12.2.4 33 Automation Information System (AIS) Form N/A 1 1.11.7.1.5 34 Builder Inventory Sheet N/A 1 1.33.6

Summary of Work 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

1. PART 1 – GENERAL

1.1 SUMMARY

Description: The Nellis Multiple Award Construction Contract (MACC) is an indefinite delivery-indefinite quantity (IDIQ) contract whose requirements will be competed among a pool of multiple awardees. Work shall be defined in individual Task Orders and may consist of multiple disciplines in general construction categories. It may involve design services for all aspects of general construction including construction, modifications, and renovations of existing facilities. Work may include but is not limited to: maintenance, repair, alteration, mechanical, electrical, heating/air conditioning, demolition, painting, asbestos remediation, paving, and earth work for industrial/office buildings and/or infrastructure. The contractor shall furnish all design, labor, equipment, material, manufactured articles, transportation, supervision, and all else necessary to accomplish the design and/or repair/construction of each Task Orders written under this MACC for all work that is defined for each project. Work may be accomplished at Nellis AFB, Creech AFB, Nevada Test and Training Range (NTTR), and other related sites in Nevada. Task Orders will be completed as required per MACC specifications, referenced documents, and as identified on any attached Task Orders project documents as applicable.

1.1.1 Definitions:

1.1.1.1 Contracting Officer: The Contracting Officer refers to a person with the authority to enter into, administer, change and/or terminate contracts and make related determinations and findings. The term includes certain authorized representatives of the Contracting Officer acting within the limits of their authority as delegated by the contracting officer.

1.1.1.2 Contracting Officer’s Technical Representative (COTR): The Base Civil Engineer or his authorized representative is designated as the COTR (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.

1.1.1.3 Contract Clauses: Where Special Clauses or General Provisions are referred to in the specifications, reference should be to Contract Clauses.

1.1.1.4 Task Order (TO): An order placed against an established contract, which may contain the general requirements and parameters of a proposed project. Included with the TO may be a Statement of Work or Statement of Objectives that define specific technical requirements for the project. May also include information such as budget limitations, design certifications and drawings required to be prepared by the contractor.

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1.1.1.5 Statement of Work (SOW): Written descriptions documenting work required by each Government TO. May be provided by the Government or prepared by the Contractor, depending on the individual TO. Included in the SOW are the specific technical requirements for the project.

1.1.1.6 Statement of Objectives (SOO): The initial document, with drawings where applicable, provided to the Contractor by the Government outlining the overall performance objectives to be completed. It is used in solicitations when the Government intends to provide the maximum flexibility to each offeror to propose an innovative approach.

1.1.1.7 Professional Certification: The process of affixing a seal or statement to a drawing or design document to indicate that the work to which it is affixed has been performed by a person licensed as a professional, in that area of expertise, in the state of Nevada.

1.1.1.8 Color Board: A visual presentation consisting of samples of the various finishes, grouped together based on location within the project. Samples shall be of adequate size to show the full pattern, texture, and color of each item.

1.1.1.9 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, fire, telecommunications or electrical).

1.1.1.10 Design Cost: Associated with Design-Build (DB) projects and will be identified separately on bid sheets from construction related line items. This cost includes direct engineering design time used to create drawings and specifications for the project, site visits and site investigations, administrative support, project manager during design, surveying on site, reproduction of drawings and prints, test soil borings, water flow testing of existing fire hydrants, and meetings with base personnel during design. Design costs do not count against Air Force programming limitations on construction costs.

1.2 LOCATION: The project sites are located at Nellis AFB, Creech AFB, or at other locations within the southern portions of the Nevada Test and Training Range (NTTR) such as Range 63, and Point Bravo or at Tolicha Peak within the western portions of the NTTR.

1.2.1 Nellis Air Force Base (NAFB) is located approximately nine (9) miles north of downtown Las Vegas at the intersection of Las Vegas Blvd and Craig Road. NAFB consists of three main areas: the Main Base, Area II, and Area III. The specific project location will be indicated in the individual TOs.

1.2.2 Creech AFB (CAFB) is located approximately 45 miles north of Las Vegas, Nevada on Highway US-95. The specific project location will be indicated in the individual TOs.

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1.2.3 NTTR: Southern NTTR is approximately 35 miles north of Las Vegas and Tolicha Peak is approximately 145 miles north of Las Vegas. The specific project location will be indicated in the individual TOs.

1.3 DESCRIPTION OF WORK

1.3.1 SCOPE OF WORK: The scope shall include the following descriptions.

1.3.1.1 The scope of work for each project shall include all requirements defined herein as well as all work identified in the subject TOs.

1.3.1.2 The MACC will be utilized to execute a broad range of maintenance, repair and minor construction projects on real property at sites noted in paragraph 1.2 “Locations”. These projects may include tasks in a variety of trades such as demolition, site work, excavation, cast-in-place concrete, masonry, structural steel, electrical, mechanical (including HVAC), painting, millwork, and other specialty and general contracting work. Projects may also include design work of varying levels of complexity.

1.3.2 PROGRAM OVERVIEW:

1.3.2.1 MINIMUM/MAXIMUM CONTRACT AMOUNTS: The only work authorized under the MACC is as described in individual Task Orders (TOs). A minimum of $1,000.00 is guaranteed for each IDIQ contract awarded. Individual TOs shall have an estimated magnitude of $150,000.00 to $8,000,000.00. The Government makes no representation as to the number of TOs or actual amount of work to be ordered in excess of the minimum guarantees specified herein. The aggregate amount of the MACC program, inclusive of all awarded MACCs, shall not exceed $95,000,000.00.

1.3.2.2 COMMENCEMENT OF WORK: No work under this contract shall commence until such a time as the Contracting Officer issues a written TO and a Notice to Proceed (NTP) under the TO as described in the paragraph 1.8 “Performance Periods & Notice(s) to Proceed.” The Contracting Officer reserves the right to determine the issue date of any NTP.

1.3.2.3 TASK ORDER PERFORMANCE PERIOD: FAR 52.211-10, Commencement, Prosecution, and Completion of Work shall be incorporated into each TO identifying the construction schedule. The Government reserves the right to negotiate a performance period or impose a performance period for each TO.

1.3.2.4 PERFORMANCE EVALUATIONS: At the conclusion of each ordering period, the COTR shall complete a contractor performance evaluation and input into Contractor Performance Assessment Reporting System (CPARS). The evaluations will take into account all aspects of the contractor’s performance on all issued TOs. Furthermore, performance evaluations may be completed at any time the Contractor’s performance is considered less than satisfactory. Contractors will be provided an opportunity to provide input into the evaluation. The performance evaluations may have an impact on the award of future TOs.

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1.3.2.5 TASK ORDER ISSUANCE PROCEDURES

1.3.2.5.1 Work under the MACC will be ordered by written TO issued on a DD Form 1155 (Order for Supplies or Services) to the contractor by the Contracting Officer.

1.3.2.5.2 The individual TOs will be placed in a sequential numbering system, which relate back to the contractor’s basic MACC.

1.3.2.5.3 The Government will not be obligated to reimburse the contractor for work performed, items delivered, or any costs incurred, nor shall the contractor be obligated to perform, deliver, or otherwise incur costs except as authorized by duly executed TOs.

1.3.2.5.4 TOs will be firm fixed price and clearly define the specific services to be performed or the performance desired. Each TO will be subject to the terms and conditions of the MACC. In the event of a conflict between the TO and the MACC, the contract shall take precedence.

1.3.2.5.5 Fair Opportunity Proposal Request (FOPR) projects may be non-complex performance oriented tasks requiring minimal design may be complex construction requiring design development for design-build construction, or a combination thereof. In rare cases, the FOPR may not have traditional plans and specifications as described herein but may include sketches, and requests for catalog cuts, and other submittals. For more information regarding FOPRs, see paragraph “Proposal Preparation.”

1.3.2.6 COMPETITION: Fair Opportunity to compete for TOs shall be provided in accordance with FAR 16.505 Ordering. FOPRs shall be provided to all MACC contractors, except as specified in paragraph 1.3.2.6.2 below. Any offers received shall be given fair consideration for award. Upon receipt of a project, contractors shall be encouraged to participate in site visits and submit proposals.

1.3.2.6.1 Occasionally, the Government will solicit offers for projects for which funds are not certified nor readily available. Submission of proposals for these acquisitions is at the sole discretion of the respective MACC awardees and their declination to participate in any or all such solicitations will not reflect negatively upon them.

1.3.2.6.2 Unless the Contracting Officer applies one of the exceptions noted below, each TO shall be awarded as a result of competition to the contractor who offers the best value to the Government considering the criteria specified. The Contracting Officer’s decision as to the selection for award of a TO is not protestable unless the protest is on the grounds that the order increases the scope, period, or maximum value of the contract program. The Contracting Officer reserves the right to award a TO without competition based upon a determination that:

The agency need for the supplies or services are so urgent that providing a fair opportunity would result in unacceptable delays;

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Only one awardee is capable of providing the supplies or services required at the level of quality required because the supplies or services being ordered are unique or highly specialized;

The order must be issued on a sole-source basis in the interest of economy and efficiency as a logical follow-on to an order already issued under the contract, provided that all awardees were given a fair opportunity to be considered for the original order.

1.3.3 PROPOSAL PREPARATION: A FOPR issued under this contract shall, except in rare cases, be issued to all contractors and will, at a minimum, include a SOO/SOW defining the project requirements. The TO shall ultimately require the contractor to produce a full design, partial design, or no design depending on the level of design already available and provided to the contractor with the SOO/SOW. The FOPR shall, except in rare cases, consist of one of the following:

A Full Design-Build (FD-B) consists of a Statement of Objectives with minimal supporting documentation; the contractor shall be required to provide a Statement of Work and complete 10% design (as defined under design levels) along with their bid and, if awarded, shall complete the design in accordance with the TO and basic contract prior to commencing construction.

A Partial Design-Build (PD-B) consists of a Statement of Objectives with a partial A- E Request for Proposal (RFP) design package; the contractor shall be required to provide a Statement of Work and bid, and if awarded, shall complete the design in accordance with the TO and basic contract prior to commencing construction.

A Design-Bid-Build (D-B-B) consists of a Statement of Work with a full A-E design package; the contractor shall be required to provide only a bid and, if awarded, shall commence construction in accordance with the TO and basic contract.

1.3.3.1 If required, awarded TOs, shall complete the design to the 100% level. This will include participating in design reviews, conducted at Nellis and/or Creech AFB, at each design milestone (35%, 65%, etc.) as described in the SOW.

1.3.3.2 Cost proposals for FOPRs will include a bid schedule and a construction cost estimate breakdown on an Construction Cost Estimate Template. The bid schedule line items to be used will be provided, to the contractor, by the Government. The construction cost estimate categories shall match the Construction Specification Institute divisions as required.

1.3.3.3 In addition, the FOPR may include, but is not limited to, the following as applicable, based on the level of design required:

Any available as-built drawings, specifications, or design information.

Design calculations requirements in addition to those listed in the design level paragraphs.

Construction drawings requirements including professional certifications.

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Timeframes for preparing the proposal, completing design work, and completing construction and closeout.

Submittal requirements

1.3.4 PROPOSAL EVALUATION CRITERIA: Proposals received in the FOPR format will be evaluated based on compliance with the FOPR requirements and the proposed price. The FOPR shall indicate the minimum requirements that must be met in order for a proposal to be considered technically acceptable. Evaluations shall be conducted on a Lowest Price Technically Acceptable (LPTA), or “Tradeoff” basis. The type of evaluation criteria shall normally relate to the complexity of the requirement, but will be at the sole discretion of the Contracting Officer. Factors utilized in a Tradeoff Process are at the discretion of the Government but may include the following:

Past performance – TO performance or prior performance on other contracts Quality of deliverables Ability to meet schedule requirements Relevant experience Cost control Potential impact on other orders placed with the contractor Current workload Design Contractor’s technical understanding of the work Most efficient and effective plan to accomplish the work Rationale for proposed materials, types, and quantities Sustainable design features

1.3.5 DISCUSSIONS: The Government reserves the right to enter into discussions with responsive contractors (those submitting technically acceptable proposals) for the purpose of requesting minor revisions to the proposals.

1.3.6 DESIGN DOCUMENTS: The design documents developed by the contractor shall comply with the following requirements and as specified herein and by the Nellis and Creech AFBs Installation Facilities Standards (IFS) and all their referenced documents.

1.3.6.1 Drawings: The Contractor shall prepare drawings, as specified in the FOPR, for Government approval prior to the start of construction. The drawings developed by the contractor shall conform to industry standards relating to good design and drafting practices. All completed drawings shall clearly identify the work being performed under the TO. Unless otherwise identified in the FOPR, use of existing drawings provided by the government will be allowed provided the contractor modifies the drawings to accurately reflect the project requirements. Each sheet shall have an approved title block and border, complying with below paragraphs in Nellis AFB Specification Section 01 11 00. Basic design criteria utilized for each discipline will be included on the appropriate drawings as required by the FOPR. Examples would include wind and live/dead loads assumed for structural elements, function specific conditions such as lighting levels or future use considerations for electrical systems, site specific climatic design conditions for mechanical

Summary of Work 01 11 00 - 7 systems, and International Building Code analysis (performed to the same level as if being applied to a building permit process). The following is a list of drawings which might typically be required under this contract:

Cover Sheet with Title and Approval Block (showing haul route) Existing Site Plan Final Site Plan Grading Plan Underground Utility Plan and Profiles Demolition Plan Floor Plans Elevations Finish Schedule Wall and Roof Sections Window and Door Schedules Ceiling Plan Details Mechanical Plan and Schedules Plumbing and HVAC Riser Diagrams HVAC Controls Diagrams Electrical Site Plan Power Plan and Panel Schedule Electrical Plan and Lighting Plan with Schedule and details Communication Plan Fire Protection Plan

1.3.6.2 Specifications: The Contractor shall create technical specifications to correspond to the project requirements in the MasterSpec format, Short Form or Long Form versions. The Contractor shall ensure that all specifications include the quality control requirements of the appropriate UFGS 01 45 00 series that apply. Three (3) sets (or as otherwise required by the FOPR) of the specifications index for sections appropriate to the anticipated work and added by the contractor, shall be included in the design submitted with the contractor’s proposal. Once awarded the TO for a specific project, the successful contractor shall electronically tailor the specification sections, previously identified, to correspond with the work proposed in the project.

1.3.6.2.1 All applicable publications referenced in paragraph 1.9 “CODES & STANDARDS” shall be utilized by the contractor in the preparation of project designs as well as any applicable manufacturer or industry specifications or recommendations associated with material, supplies, or systems.

1.3.6.2.2 The bottom of each page shall have the following relative information indicated in the format noted:

Project Number Section Number Page Number of the Section

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1.3.6.2.3 When the last page of a section is encountered, the following shall be noted (centered) after the last paragraph:

“END OF SECTION”

1.3.6.2.4 Submittal Schedule: Required submittal schedule prepared by the contractor shall conform to the requirements of paragraph 1.13 “SUBMITTALS”.

1.3.6.3 Design Analysis: As specified in the design level requirements, design calculations shall be required to include code references as applicable for each discipline, to show compliance. Three

(3) sets of these calculations shall be provided by the contractor and included with each required design submittal. The contractor shall include an analysis for all items that are part of the project scope and their design. The following is a list of calculations which might typically be required under this contract:

Civil/Site work:

- Sizing and grades for sanitary & storm sewers

- Sizing for water mains & services

- Sizing for gas mains & services

Structural

- Foundation and reinforcing sizes

- Superstructure framing

- Wind loading analysis

- LL & DL calculations

- Wall sizes and reinforcing

- Equipment supports

- Elevated platforms

- Floor member sizing / reinforcing

- Lintel sizing

- Sizing for roof joists & decking

Mechanical:

- Cooling and heating load analysis

- Pump sizing and pump curves

- Pipe sizing

- Duct size

- Static pressure loss

- Control valve sizing

- Psychometric chart analysis

- Fan sizing and fan curves

- Heat exchanger selection

- DDC Control Single Line

Electrical:

- Load calculations

- Short circuit calculations

- Lighting level calculations

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- Branch circuit calculations

- Motor feed requirements

- Panel sizing

Fire Protection: Sprinkler layout and pipe sizing

Others as applicable to a specific project and identified in the TO.

1.4 DESIGN LEVELS AND REQUIREMENTS

1.4.1 10% Design: For all Full Design-Build TOs and only for Partial Design-Build TOs if requested. An acceptable submission for the FOPR shall reflect the final basic plan with sufficient detail to illustrate (as applicable) the structural, architectural, mechanical, electrical, fire and communications systems as well as the paving/grading/drainage plan, haul route and proposed storage site, designed to a 10% level. The submitted Statement of Work shall be complete in describing the project scope and provide adequate detail to allow for the accompanying price proposal, and to convey to the Contracting Officer that the proposal was technically acceptable and fulfills the intent of the Statement of Objectives and its supporting documents. A detailed technical analysis shall be included in the 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 bid. The basic calculations needed to size the components of the project must be included. If information was not available or was not provided by the AF, the contractor shall state the assumptions on which his SOW and bid is based.

1.4.1.1 Technical Analysis:

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

1.4.1.1.2 Site Description: Existing features and new work.

1.4.1.1.3 Architectural and Structural:

Structural calculations including design loads Design relationships to existing area facilities Manufacturers catalog cuts on appropriate materials

1.4.1.1.4 Mechanical:

Heating and air conditioning load calculations Ductwork/piping sizing calculations Facility ventilation requirements and rationale and description of system selected to provide required ventilation Description of system interconnection to fire protection system Manufacturer’s catalog cuts on materials and equipment

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1.4.1.1.5 Electrical:

All facility load calculations Rationale for selection of materials and fixtures Rationale for type of lighting selected Manufacturer’s catalog cuts on material and equipment

1.4.1.1.6 Communications Data and Analysis:

Rationale for selection of system, material and devices

1.4.1.1.7 Water Supply and Waste Treatment Systems:

Type of occupancy

1.4.1.1.8 Fire Protection System and Life Safety:

Requirements as indicated in regulations Single line drawing indicating arrangement of automatic sprinkler system, smoke and/or heat detectors, special extinguishing systems and alarm systems An analysis of fire exit requirements and building code requirements.

1.4.1.1.9 Environmental & Energy Conservation Considerations

1.4.1.2 Drawings: Hard copies shall be ANSI B size paper and be clearly readable. The submittal of hand sketches, PowerPoint presentations, and other such drawings are not acceptable.

Complete drawings in AutoCAD and submit PDF of those drawings at a minimum. Drawings shall include detailed schedules and legends appropriate to describe the design. Drawings shall be of sufficient detail to fully communicate the design concept.

1.4.1.2.1 Site Plan: Utilize scale that shows building site, relation to adjacent structures, existing utilities and 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 all site amenities.

1.4.1.2.2 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 areas 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.

1.4.1.2.3 Other drawings: Shall depict the project accurately and shall show sufficient detail to convey the intended appearance 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 interior and exterior finish schedule and door schedule.

1.4.1.2.4 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.

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1.4.1.2.5 Structural/Mechanical/Electrical: Provide general layout of major systems, utility support, and major design features. Connection points and method of connection to existing utilities shall be shown.

1.4.1.2.6 Communication Drawings: Telecommunication drawings/sheets, T-1 through T-(x) must be included. Show required spaces for installation of telecommunication systems. Basic OSP installation and routes and connection points.

1.4.1.3 Specifications: Provide an outlined list of proposed Master Specifications to be used.

1.4.2 Design levels that may be required for TOs after award are 35%, 65%, 95% and 100%. Please see requirements below for each required level. Each level required shall include the requirements from the levels below it even if the previous level is not required for a particular TO.

For example, if 65% is not required the 95% shall include all 65% requirements as listed below.

1.4.3 35% Design: In general, documents which show the essential components of the proposed design and convey that the contractor fully understands the contract 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 two (2) hard copies of drawings size ANSI D, four (4) hard copies of drawings size ANSI B and ten (10) electronic DVD or CD copies (Adobe Acrobat PDF and AutoCAD) 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.

DVD’s or CD’s shall be labeled with contract number, project number, project title, design percentage and date. If submission is a resubmittal that shall be indicated as well. 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. The Contractor shall submit two (2) hard copies of calculations, design and technical analysis.

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

1.4.3.1.1 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 that 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 enough to clearly delineate building location, topographical, utilities, streets, roads and parking, vegetation and other pertinent data. Drawings shall show new and existing site amenities.

1.4.3.1.2 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 life safety requirements shall be shown. Design live and wind loads shall be shown. Elevations shall include story heights, penetration, and adaptation to

Summary of Work 01 11 00 - 12 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, 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.

1.4.3.1.3 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.

1.4.3.1.4 Structural, Mechanical, Plumbing, Fire Protection, Electrical: 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.

1.4.3.1.5 Telecommunications: Detail of all telecommunication space (sizes, heights, width, depths) shall be included. Telecommunications room entrance and backbone diagram shall be shown. Show specific details of all outside plant and inside plant routes and termination points (number, size, types of manholes, hand holes, pedestals, marked splices, number and size of conduits IAW the applicable codes.

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

1.4.3.1.7 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 to supporting structural columns or walls.

1.4.3.1.8 For heating, air conditioning, mechanical ventilation and plumbing, and special features such as hoists, 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.

1.4.3.1.9 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

Summary of Work 01 11 00 - 13 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.

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

1.4.3.1.11 Contractor must include all comments from the previous design review in the following design submittal. Contractor shall not submit the next design until the previous has been approved by the Government.

1.4.3.1.12 Scales: Shall be sufficiently large to clearly portray the work and include detailed schedules and legends appropriate to describe the design. Mechanical and electrical schematics shall be large enough so that relative features are proportionate and easily related to architectural plans and features. Hard copies shall be clearly readable. The use of redline schematics shall not be acceptable. Submission of drawings in the incorrect scale shall result in disapproval of the submittal.

1.4.3.1.13 Drawings shall be of sufficient detail to fully communicate the design concept and project scope.

1.4.3.2 Technical Analysis: Similar to the 10% design a detailed technical analysis shall be included with each submittal. The technical analysis shall include all applicable items as listed below. 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.

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

1.4.3.2.2 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

1.4.3.2.3 Architectural and Structural:

Space relationships and architectural configuration All structural calculations including design loads

Summary of Work 01 11 00 - 14

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

1.4.3.2.4 Mechanical:

Heating and air conditioning load calculations Ductwork/piping sizing calculations Rationale for selection of system operation mode over other system modes Rationale for selection of system materials and components Corrosion control and cathodic protection procedures Energy monitoring control system compatibility Type of control system Facility ventilation requirements and rationale and description of system selected to provide required ventilation Description of system interconnection to fire protection system Manufacturer's catalog cuts on materials and equipment

1.4.3.2.5 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

1.4.3.2.6 Water Supply and Waste Treatment Systems:

Type of occupancy Rationale for type of systems installed Interconnection to a central alarm panel Special considerations

1.4.3.2.7 Fire Protection System:

Requirements as indicated in regulations Single line drawing indicating arrangement of automatic sprinkler system, smoke and/or heat detectors, special extinguishing systems and alarm systems Schedule of fire resistance ratings for fire walls, interior partitions and fire doors An analysis of fire doors An analysis of fire exit requirements An analysis of firefighting capability if no sprinkler system to include flow tests

1.4.3.2.8 Environmental & Energy Conservation Considerations:

Summary of Work 01 11 00 - 15

Consideration for solar and/or alternate energy use plus calculations for economic payback

Other energy savings considerations; Economic payback analysis shall be included.

1.4.3.2.9 Telecommunication:

Rationale for selection of materials and equipment Manufacture’s catalog cut sheets on equipment and materials

1.4.3.3 Specifications: An outline, using the CSI Masterformat, of those specifications proposed for use shall be submitted. Divisions 00 and sections of Division 01 relating to general and special provision, including material submittal lists, are not required at this stage.

1.4.4 65% Design: Documents building upon the 35% design, including drawings, technical analysis and the complete text of the specifications. The drawings will show an additional 30% progress in all disciplines which shall include all elements as identified in the 35% design. All cut sections and details shall be shown on the drawings at this time. Any updated or corrected design analyses of architectural, structural, civil, electric, mechanical, and utility systems shall be included.

65% Design Level documents shall appropriately reflect 35% design review comments and include contractor’s comments to Government review comments received with the submittal. The contractor shall provide two (2) hard copies of drawings size ANSI D, four (4) hard copies of drawings size ANSI B and ten (10) electronic DVD or CD copies (Adobe Acrobat PDF and AutoCAD) of the submittal. DVD’s or CD’s shall be labeled with contract number, project number, project title, design percentage and date. If submission is a resubmittal that shall be indicated as well.

Contractor shall provide two (2) hard copies of all other documents including but not limited to submittal register, calculations, design and technical analysis. Hard copies of specifications are not required until the final submittal. Contractor shall not submit 95% design until the 65% has been approved by the Government.

1.4.5 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 contract revision, site visit minutes, modifications, and review comments must be incorporated. The Contractor provide two (2) hard copies of drawings size ANSI D, four (4) hard copies of drawings size ANSI B and ten (10) electronic DVD or CD copies (Adobe Acrobat PDF and AutoCAD) of the submittal. If submission is a resubmittal that shall be indicated as well. The Contractor shall provide two (2) hard copies of all other documents including but not limited to calculations, design and technical analysis. Contractor must include all comments from the 65% design review in the 95% design submittal and include contractor’s comments to Government review comments received with the submittal. Contractor shall not submit 100% design until the 95% has been approved by the Government.

1.4.5.1 Technical Analysis: Shall provide all answers to comments made on 65% submittal and form a complete and final analysis package.

1.4.5.2 Drawings: The Contractor 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

Summary of Work 01 11 00 - 16 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

Mechanical-Heating, Ventilation, Air-Conditioning, Refrigeration Drawings:

- Details and flow plan systems layout, with tie-in to supporting utilities

- Isometric riser diagrams

- Fixture and equipment schedules

Plumbing and Fire Protection Drawings:

- Floor plan - system layout, tie-in to supporting utilities

- Isometric riser diagrams

- Fire Sprinkler system layout and connections

- Details

- Fixtures equipment schedules

Electrical Drawings:

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

Summary of Work 01 11 00 - 17

- Panel board schedules

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

- Single line electrical riser diagrams and short circuit calculations

- Fire alarm system

- Fixture and equipment schedules

- Telephone, intercom, communications and paging system

- Symbol list

Telecommunication Drawings:

- Exact locations and route required for all backbone and horizontal cables

- Details of all wire ways

- Details of all grounding systems, points and connections IAW codes/standards

- Details of wiring and components showing compliance with TIA/EIA-568:

• Equipment support Frame

• Connector Blocks

• Cable Guides

• Patch Panels

• Optical fiber distribution panels

• Telecommunications outlet/connector assemblies

• Alarm Circuits

• Access Controls & IDS

• Critical communication facilities and nodes

- Details of OSP routes. Specify exact route of each aerial or underground cable

- Electrical, structural, architectural, mechanical, fire protection and other systems required to support communications infrastructure, IAW codes shall be included in those respective design sheets.

- Location of all cable terminations

- Notes shall include all equipment being provided by the Contractor.

- Identifier labels for each termination and cable

1.4.5.3 Specifications: The Contractor shall provide a set of technical specifications complete in all respects, including bid schedule, material submittal schedule, and a schematic construction schedule. The specifications, including all technical and special conditions, will be prepared to meet government standards. References will be made to Federal Specifications, ASTM, ANSI, UFCs, ETLs, AFI and trade standards when applicable to establish a uniform standard. The specifications will be tailored to define each test and submittal items required and fully describe all work to be done. When government-furnished material or equipment is to be used, a schedule of property or equipment will be prepared listing the item, description and quantity. If no government-furnished material is to be used, the statement of work will include a statement that no government-furnished will be used. Mandatory contract clauses or special provisions shall not be duplicated or modified by inclusion of similar or supplementing provisions in the specifications. A set of these provisions is available for review upon request.

1.4.5.4 Material Submittal Schedule: Shall identify on a "Schedule of Material Submittals", each item required to be submitted.

Summary of Work 01 11 00 - 18

1.4.5.4.1 Items shall be separated in applicable CSI divisions, and appropriately headed.

1.4.5.4.2 Each shall clearly state what is being submitted, the specification/drawing reference requiring the submittal, the number of copies required, and the required submission date (e.g., a submittal required within 10 days after the Notice to Proceed (NTP) for Construction is issued, shall be shown as "NTP + 10").

1.4.5.4.3 If more than one type of an item is to be submitted (e.g., Kitchen and Entry doors), each shall have a separate line item number.

1.4.5.5 Interior Design Scheme: Provide a complete room finish and color schedule in the construction documents. Schedule shall be coordinated with the color board.

1.4.5.6 Color Board: Submit material color samples of all materials and colors for project design. Materials shall be the latest products produced with those specified in the design. The color board shall be laid out to show the primary relationships of materials and colors. The room finish and color schedule shall be the primary reference for all materials and colors shown on the color board. Samples shall be installed on an 8-1/2"x11" foam core board. If more than one board in necessary to show all materials then boards shall be combined using a three ring binder. The color boards shall be submitted as part of the drawings and specifications at 65% submittal (Government Option), at 95% submittal, and at Final 100% Submittal. The 65% and 95% color boards shall be the property of the Contractor and shall be recovered by the Contractor upon approval of submittal.

The final, 100% color board, shall be the property of the Government and shall be submitted as an original document to the project.

1.4.5.7 Review Comments: Contractor shall provide review comments and responses from the previous review prior to the design review meeting and/or receiving notice to proceed for the next design level.

1.4.6 100% Design: Prior to submitting the final 100% design submittal, provide two (2) hard copy check sets of the drawings (one (1) ANSI B and one (1) ANSI D) and three (3) electronic copies of entire submittal with all 95% review comments incorporated. Electronic drawings shall be Adobe Acrobat PDF and AutoCAD. After government approval of the check set, the contractor will then submit the Final 100% Design. For the final design submittal, all drawing sheets shall be stamped by the appropriate licensed professional and marked “FOR CONSTRUCTION”. Provide four (4) hard copies of the stamped drawings (two (2) ANSI D size and two (2) ANSI B size). The front cover of the contract specifications shall also be stamped by all licensed professionals that stamped the drawings. Note that telecommunication drawings and specifications shall be stamped by a registered communications distribution designer (RCDD).