Attach_A_-_SABER_Master_SOW.pdf

STATEMENT OF WORK

06 APRIL 2017

FOR

SIMPLIFIED ACQUISITION OF BASE ENGINEERING REQUIREMENTS

(SABER)

EGLIN AIR FORCE BASE, FLORIDA

OFFICE OF THE BASE CIVIL ENGINEER

INDEX

PARA TITLE

COVER SHEET

INDEX

1. COEFFICIENTS

1.1 Coefficient

2. PROJECT DESCRIPTION

2.1. SABER Contract Technical Specifications

2.2. Unit Price GUIDE (UPG)

2.3. Sample Calculation

3. PROJECT REQUIREMENT TYPES

3.1. Routine Requirement

3.2. Emergency Requirement

3.3. Commencement Documents

3.4. Record Drawings/As-Builts

3.5.

Design Guidance

3.6. Professional Engineer (PE) Certification

3.7. Design Guidance, Specific

3.8. Design Analysis

3.9. Plans, Rosters, Reports

3.10. Worksite Standards

3.11. Worksite Caretakership.

3.12. Worksite Procedures

4. CONTRACTOR FURNISHED SUPPLIES AND EQUIPMENT

4.1. Eglin Cost Estimating Software Requirements

4.2.

4.3.

5.

Applicable Codes, Cost Data Guides and References

RSMeans Electronic Cost Databases

UNIT PRICE GUIDE AND SOFTWARE REQUIREMENTS

5.1. Definitions

5.2. Price Determination

5.3. Cost Estimate Organization

5.4. Pre-priced Unit Guide

5.5.

6.

Non-Pre-priced Unit Price Determination

PERSONNEL

6.1. Program Manager (PM)

6.2.

6.3.

6.4.

6.5.

Program Management Staff (PMS)

Environmental Manager

Project Staff

Quality Control Manager (QCM)

6.6. Superintendents

6.7. Sub-Contractors

6.8. Professional/Technician/Craftsman Qualifications

6.9.

6.10.

7.

Personnel Appearance/Identification

Contractor Responsibility

NOTICE OF COMPLETION OF TASK ORDER/FINAL INSPECTION

7.1.

8.

9.

9.1.

Pre-Final and Final Inspections

CORRECTION OF DEFICIENCIES

QUALITY CONTROL

Contractor Responsibilities

9.2. Quality Control Program

9.3. Quality Control Records

9.4. Notice of Non-Conforming Work

9.5. Quality Control Plan

10. PROPOSAL PROCEDURES

11. HOLIDAYS

12. QUALITY CONTROL PROGRAM

13. CONSTRUCTION START-UP PERIOD

14. COMMENCEMENT, PROSECUTION, COMP. AND PAYMENT FOR WORK

15. SCHEDULING OF WORK

16. IMPLEMENTATION OF WARRANTY CONSTRUCTION

17.

SAFETY AND HEALTH

17.1. General

17.2. Applicable Publications

17.3. Procedures for Assuring Safety

17.4. Medical Information

17.5. Construction Equipment

18. CONSTRUCTION PERMITS

19. UTILITIES

20. IDENTIFICATION OF GOVERNMENT-FURNISHED PROPERTY (GFP)

21. TELEPHONE/CELLULAR PHONE REQUIREMENTS

22. HOUSEKEEPING

23. GOVERNMENT LIABILITY

24. WORK IN SPECIAL SECURITY AREAS

25. TASK ORDER INTERPRETATION AND MODIFICATION

26. TASK ORDER PROPOSAL EVALUATION

26.1. Evaluation and Past Performance Evaluation Sheet

ATTACHMENTS:

Attach 1 INDUSTRIAL SAFETY AND HEALTH REQUIREMENTS FOR SIMPLIFIED

ACQUISTION OF BASE ENGINEERING REQUIREMENTS (SABER) DATED 1 AUG 16

Attach 2 Eglin AFB Cable Installation Specifications

Attach 3 Unified Facilities Guide Specifications, Table of Contents (See Whole Building Design Guide website for complete specifications)

Attach 4 Requirements for Eglin Fire Alarm System at Eglin AFB; March 2016

Attach 5 Intelligence Community Technical Specifications for ICD/ICS 705 dated September 10, 2015

Version 1.3

Attach 6 Eglin’s Architectural Compatibility Plan.

Attach 7 EGLINAFBI 32-7003, Hazardous Waste Management

Attach 8 EAFB Plan 32-3, Asbestos Management Plan and Operations Plan

Attach 9 EAFB Plan 32-4, Lead Based Paint Management Plan.

Attach 10 Air Force Common Output Level Standards (AF COLS) Level 2 Service (Basic)

Attach 11 Air Force Common Output Level Standards (AF COLS) Grounds Maintenance

Attach 12 Air Force Grounds Maintenance Standards

1. COEFFICIENTS

1.1. COEFFICIENT: A “Coefficient” is the Contractor’s pricing factor which is multiplied against the bare cost in calculating Task Order (TO) prices. It is proposed by offerors as a percentage increase (e.g., 1.05) or decrease (e.g., 0.95) to the current edition of the Unit Priced Guide (UPG). The Unit Price Guide (UPG) will be dynamic with quarterly location factors and annual RSMeans Cost Data updates throughout the life of the contract. The

Contractor’s Coefficient shall include all cost elements not included in the current UPG such as cost for but not limited to:

- Profit, design costs, G&A expenses, insurance, bond premiums, gross receipts taxes, quality control, clean-up, Sub-contractor mark-up, labor burden, mobilization/demobilization, permits and licenses, taxes, depreciation, as-built drawings/mylar copies/CD , submittals, sketches, drawings, proposals, site security;

- Home office and field overhead, all Contractor personnel, office equipment;

- Employee payroll taxes and all payments mandated by law in connection with labor including, without limitation, social security and Medicare taxes, workers compensation and unemployment insurance, material sales tax, business taxes, contributions, memberships, corporate support;

- Waste and excess material, contractor generated debris, cost of financing work and

Subcontractors;

- Business risk such as the risk of a lower than expected volume of work;

- Contingencies such as changes in wage rate and geographical location of the work;

- Startup cost for the contract, Close-out for the contract and each task order;

- Poor subcontractor performance and inflation;

- Engineering and Architectural services;

- Compliance with environmental laws, Eglin AFB Environmental, permits, preparation of reports, correspondence and documentation required by law or these specifications, tax laws;

- Product/submittal samples, AF Form 103 Base Work Clearance Requests, Safety/Work Site

Safety;

- Protection or moving of Government property;

- Section 4.2; Applicable Codes, Cost Data Guides and References;

- Section 4.3; RSMeans Electronic Cost Databases;

- Section 5.1; Cost Estimating Software Requirements;

- Section 5.5.3 UPG Division 1 Exclusions;

- Section 22 Housekeeping;

- Interface with Government representatives, and coordination with occupants, etc.

- All other sections of this statement of work that reference therefore shall be part of the

Contractor’s Coefficient or at no additional cost to the Government;

This list is not all-inclusive and is intended to provide general examples of cost items included in the

Contractor’s Coefficient. Exceptions are section 5.5.19 equipment mobilization/demobilization, any fee permits and 100% design costs when requested/required by the Government.

2. PROJECT DESCRIPTION: The contract is for a broad range of maintenance, repair, alterations, minor and new construction work on real property at Eglin AFB and its associated sites in Florida. The work is required in support of the 96th Civil Engineer Group activity headquarters at Eglin AFB, Florida. The contract will be a Firm

Fixed-Price Indefinite Delivery-Indefinite Quantity (IDIQ) type contract and will include a wide variety of individual construction tasks as listed in the Unit Price Guide (UPG). During the contract period the 96th Civil Engineering

SABER Office, (96 CEG/CENMPS) will identify construction projects/tasks required to complete each specific job and AFTC/PZIOC, Eglin AFB FL, will issue individual Task Orders to the Contractor to complete those jobs. The

Contractor shall be required to furnish all materials, equipment, and personnel necessary to design, manage, and accomplish the job. The Contractor shall be required to maintain management office(s) on Eglin AFB, Florida in order to receive work requests and to provide other management services related to accomplishing individual jobs.

The Government will furnish a space on Eglin AFB for the Contractor to set up a temporary office facility.

Individual jobs will vary in size with the majority expected to be of a small ($2,000 to $75,000) to medium size

($75,001 to $300,000) with some large projects ranging from $300,001 to $1,000,000. The jobs will include tasks in a variety of trades, such as carpentry, road repair, roofing, excavation, interior electrical, exterior electric, steam fitting, plumbing, sheet metal, HVAC, painting, demolition, concrete masonry, welding, etc. Commencement of work shall be specified in each individual Task Order and the performance period shall be negotiated on individual Task

Orders. The guaranteed minimum amount is $2,000. The estimated maximum contract amount is $46,000,000.00 including all options, if exercised.

2.1. SABER Contract Technical Specifications

(1) The Unified Facilities Guide Specifications (UFGS), are published only in electronic format and uses the latest Construction Specification Institute’s (CSI) Master Format. All specifications are filed in

Divisions 1 through 48 per CSI guidelines. As of June 2008 UFGS updates are posted quarterly in

February, May, August and November. UFGS can be located on the internet at Whole Building Design

Guide/Federal Facility Criteria/Department of Defense. (http://www.wbdg.org/ffc/dod).

(2) The intent of these specifications is to furnish concise industrial and/or commercial standards for maintenance, repair, and minor construction of Government facilities.

2.2. Unit Price Guide (UPG)

(1) The UPG contains pricing information (i.e., Government estimate) for the description of the work to be accomplished in the unit of measure specified. Unless otherwise specified in the UPG, prices given include all material, direct and indirect; labor; testing; and equipment costs to complete the item of work described.

Indirect materials shall be defined as materials associated as integral to the installation of an item without which the item cannot be properly installed. No additional line items (priced or non-priced) shall be added to supplement the UPG costs.

(2) The UPG consists of Divisions 1 through 48, which are based on the Master CSI. Also see section 5.5.

(3) If the Government specifies an item which meets both the UPG definition AND the characteristics called out in the Technical Specifications, the Contractor is obliged to furnish that item, regardless of actual cost compared to the UPG cost.

2.3. Sample Calculation. The following sample calculation illustrates the use of the UPG. All dollar figures are fictitious and therefore may or may not exist in the UPG used for this contract.

DESCRIPTION OF WORK: Remove existing 11’ x 15’ x 6” thick concrete parking apron and replace with 4000

PSI concrete.

DEMOLITION: 11x15x.5/27= 83/27=3 CY, 11x15/9= 18 SY

REPAIR

BASE - 11x15x.17/27= 1 CY

CONC - 11x15x.5/27= 3 CY

MESH - 11x15= 165 SF

FORMWORK - 11+ 11 +15 + 15= 52 LF

SAMPLE CONTRACTOR PROPOSAL FOR:

PARKING APRON DEMOLITION & REPAIR

Line Unit

Item # UPG # Description Qty Bare Cost Price Total

EXISITN CIBDUTUIBS

0001 02-41-19-19-3080 Selective Demo, Rubbish Handling 3 CY @ $ 17.70/CY $ 53.10

CONCRETE

0002 03-05-05-10-0060 Selective Demo, Concrete 3 CY @ $110.30/CY $330.90

0003 03-11-13-65-1420 Form Work 52 LF @ $ 2.79/LF $145.08

0004 03-22-11-10-0400 Welded Wire 1.65CSF @ $ 63.00/CSF $103.95

0005 03-31-13-35-0300 Concrete (400psi) 3 CY @ $113.00/CY $339.00

0006 03-31-13-35-0300-1520 Concrete Modifier 1 EA @ $ 74.50/EA $ 74.50

0007 03-31-13-70-4300 Placing Concrete 3 CY @ $ 17.83/CY $ 53.49

0008 03-35-13-30-0100 Concrete Finishing 165 SF @ $ 0.26/SF $ 42.90

0009 03-39-23-13-0300 Concrete Curing Compound 1.65CSF@ $ 19.10/CSF $ 31.52

EXTERIOIR IMPROVEMENTS

0010 32-11-23-23-0400 Base Course 18 SY@ $ 8.87/SY $159.66

0011 32-13-13-23-0530 Concrete Surface Treatment 18 SY@ $ 7.32/SY $131.76

$1465.86

TOTAL DIRECT COST: $1465.86

LOCATION FACTOR (2016 2nd Qtr) 0.8910

SUB TOTAL $1306.08

*PERCENTAGE FACTOR: X 1.05*

TOTAL PRICE: $1371.38

*Assumes fictitious Coefficient of 1.05 for standard working hours.

NOTE: UPG#s are from the 2015 Facilities Construction Cost Data Book

3. PROJECT REQUIREMENT TYPES. The two types of project requirements are “Routine” and “Emergency.”

Either of these types may be issued at any time during the length of this contract. The Government is responsible for determination of project requirement type.

3.1. Routine Requirement. Within three (3) calendar days of project notification, unless otherwise directed by the

Contracting Officer (CO), the Program Manager (PM), or authorized representative(s) shall attend a Pre-Proposal

Site Visit to clarify any project requirements, and/or further define the project objective/scope of work. The

Contractor’s proposal shall be submitted to the CO in accordance with (IAW) paragraph 3.3.2 within seven (7) calendar days after the Pre-Proposal Site Visit for non-complex work and fourteen (14) calendar days after the Pre-

Proposal Site Visit for complex work as determined by the Government, unless otherwise directed by the CO.

3.2. Emergency Requirement. In the event of an emergency or time sensitive requirement, the Contractor Program

Manager, or authorized representative(s) response time shall be as soon as directed by the CO. The Contractor’s proposal shall be submitted IAW paragraph 3.3.2, or as directed by the CO, normally within 24 hours.

3.3. Commencement Documents. Contractor design documents shall be developed so that a distinction is made between items that are associated with each classification of work (i.e. Demolition, Minor (new) Construction, Repair, and Additives). See Statement of Work (SOW) paragraph 10 for “Proposal Procedures”. Categories of work notes shall be affixed throughout the contract documents to clearly distinguish between works that are Demolition

(D), Minor Construction (MC), or Repair (R) and further delineate any items that are Additive Bid Items (reflected as “Option #”) and shall be accounted for and priced separately in the price proposal. Additive Bid Items shall be priced separately. The concept of the SABER program provides for a minimum of 35% design level effort.

However, some portions of a design may require up to a 65% to 80% design effort depending upon nature/complexity (i.e., some mechanical/electrical). A 100% design level effort may be necessary when

Professional Engineer (PE) Certification is required. In the case of 65% to 80% design or 100% design level of effort; Base Civil Engineering will identify the requirement in advance and will identify what the Contractor is responsible for designing.

3.3.1. Statement of Objectives (SOO): The initial document, with drawings where applicable, provided to the

Contractor by the Government outlining the work to be completed. The SOO may also detail a required or desired performance period.

3.3.2. Contractor’s Statement of Work (SOW) Package. The SOW package includes written descriptions documenting the detailed work elements required by each Government Task Order prepared by the Contractor from the SOO. The Contractor shall submit for Government review, one hard copy SOW package, and one electronic (CD-ROM or e-mail) copy of the price proposal for technical evaluation, presenting the Contractor’s offer within seven (7) calendar days after the pre-proposal site visit for non-complex work, and fourteen (14) calendar days after the pre-proposal site visit for complex work as determined by the Government, unless otherwise directed by the CO. The Contractor’s design shall be IAW paragraphs 3.5 and 3.7. The format shall as a minimum include: a cover page; Statement of Work; a detailed cost estimate (in the authorized format); all

Government requested project design drawings and thorough applicable design calculations IAW paragraph 3.5 and a Material Submittal Schedule (AF 66) reflecting proposed product submissions and required contract reports. When the Contractor desires to offer alternatives, they shall: clearly state and identify alternatives proposed; their segregated associative costs; a delineation of impacted line items; and advantages and disadvantages for Government evaluation. The Contractor shall provide support, verification and justified reasoning behind their proposal to alter the Government’s project request.

3.3.2.1. Technical Plan. The Contractor shall develop a detailed project technical plan incorporating all elements of the agreed upon SOW, all applicable Base, Local, State and Federal regulations, and all comments and or mitigations identified on the project SOO. All elements of the price proposal shall be captured in the technical plan and drawings. The awarded negotiated price proposal shall be used for reference to verify scope or drawing omissions if necessary, however the preference and intent is for all elements of work and major items for installation to be on the plan and drawings.

3.3.2.2. Cost Estimates. Cost estimates shall be calculated using the approved software program.

3.3.2.3. Preliminary Drawings: The Contractor shall submit preliminary drawings via Material

Submittal Form AF IMT 3000 at the time of the submission of a proposal for all Task Orders that require drawings. Preliminary drawings will be required for all projects where there is any deviation to existing conditions by work performed under a SABER Task Order. Preliminary drawings shall include dimensions, utility lines, foundation plans, floor plans, elevation views, roofing plans, shop drawings;

layout of walls, doors, windows; finish schedules, plumbing plans, riser diagrams, HVAC plans, duct work, control systems, fire sprinkler and detection systems, electrical plans, schematics, lighting, receptacles, switches, panels, panel schedules, any pertinent sections and details, etc. Preliminary drawings shall be completed to the point the Government representative can verify size, shape, quantity and type materials proposed in the Contractor’s price proposal. The Contractor shall be responsible for the reproduction of these drawings if multiple copies are needed (i.e., Sub-contractor copies).

3.3.2.4. AF Form 66, Schedule of Material Submittals (AF 66). For each project request, the

Contractor shall provide one copy of an AF 66 reflecting all proposed materials and required contract documents to the CO for approval. The AF 66 shall be submitted as part of the Contractor’s SOW package (Para. 3.3.2). The AF 66 is a living document, and shall be updated, with items added to the form, as necessary by the Contractor for approval, and/or as required by the CO or authorized representative throughout the life of the TO.

3.3.2.5. Material Approval Submittal Form (AF IMT 3000): Material submittals are required for all materials being submitted on any given Task Order. Any other items (e.g. Progress Schedules, Digging

Permits, Test Reports, As-Builts, O&M Manuals) requiring approval that have not been required to be submitted earlier with the Contractor’s SOW package shall be submitted by the Contractor using AF IMT

3000. These type submittals shall be submitted no later than ten (10) working days after the issuance of the “Notice to Proceed” or as otherwise directed by the Contracting Officer. The Government will provide space for a submittal sample display area. The Contractor shall install, catalog and maintain submittals, as approved, to avoid repetitive duplication in subsequent Task Orders. The Contractor will not order any type of materials until the Material Approval Form has been signed and approved by all parties. If the submittal has been disapproved, the explanation will be noted in the back of the Material

Approval Form and shall then be resubmitted in the time frame noted on the Material Approval Form. 96

CEG/CENMPS may provide a list of expected AF IMT 3000 for each Task Order. Requirements for submittals no later than ten (10) working days after issuance of the “Notice to Proceed” are:

(1) Submission Requirements. The Contractor shall submit to the CO all required documents and samples for a particular item on the approved List of Submittals as a group package. Partial submittals for product approval will be returned without action and shall be the sole responsibility of the Contractor for any delays due to this failure to comply. All printed documents shall be legible, and as a minimum, one shall be an original version (not copied nor Fax generated). When multiple items are included on printed documents, the Contractor shall mark/highlight all applicable data regarding the item presented for approval. The Contractor shall mark/highlight product data showing where the material or item being submitted meets the requirements of the specifications, UFCs, NFPAs, etc.

(2) Material Samples. The Contractor is responsible for identifying and locating required materials for submittals to include matching any existing materials. The Contractor shall provide all color selection samples, regardless of product type, as a group to facilitate design compatibility selection, and partial submittals of these related items will be returned without action and shall be the sole responsibility of the Contractor for any delays due to this failure to comply. As a minimum, all wall covering, carpet and other pattern type submittals shall show the full representation of material pattern. All samples provided for approval shall become property of the

Government. The Contractor may request return of samples for inclusion on color boards or as submittal library entries, without guarantee of approval.

(3) Color Boards. The Contractor shall provide, after color selection and material approval, one

(1) color board for all architectural work at no additional cost to the Government. All products shall be mounted on foam board, and grouped in logical sequence as installed (i.e. carpet, paneling, chair-rail, wall covering and ceiling tile). All products shall be referenced with the manufacturers name and color/pattern/style name and number.

(4) Operation and Maintenance (O & M) Manuals. The Contractor shall provide, at no additional cost to the Government, four (4) copies of operation and maintenance manuals as specified on the Government reviewed, and approved List of Submittals (or equal). One (1) complete set shall be provided prior to field-testing, and the remainder upon equipment acceptance. Manuals shall be approved prior to the field-training course. Operating manuals shall detail the step-by-step procedures required for system startup, operation and shutdown. Operating manuals shall include the manufacturers name, model number, parts list, and brief description of all equipment and their basic operating features. Maintenance manuals shall list routine maintenance procedures, possible breakdowns and repairs, and troubleshooting guides.

Maintenance manuals shall include piping and equipment layout, simplified wiring and control diagrams of the system as installed, and system programming schedule.

(5) Submittal Library. The Contractor shall establish and maintain the submittal library to eliminate repetition and streamline the submission processes for subsequent Task Orders. One (1) library shall be maintained at the 96 CEG/CENMPS Office and one (1) library at the Contractor’s office on Eglin AFB. The Contractor is responsible for providing all library documentation/samples at no additional cost to the Government. Once a product is approved, future requirements for the same type item may be referenced to library entries. The Contractor may suggest product inclusion at any time during the contract. A numbering system shall be developed in concert with the CO and SABER Chief to identify all library entries. The Contractor shall catalog and maintain all submittals to avoid duplicate library entries. The Contractor is not restricted to products included in the library, but rather encouraged to propose multiple like items to provide flexibility in future projects.

3.3.2.6. The Contractor’s Statement of Work shall follow the same format and contain as a minimum the following:

Project Number and Title

Date:

1. GENERAL:

The following Statement of Work (SOW) for the above referenced project is submitted for your review as per SABER Statement of Work paragraph 3.3.2. All work meets the Eglin

SABER Technical Specifications. Design responsibility rests with the Contractor. Government reviews, coordination, testing, comments, and observation at any stage of contract performance shall not be construed as actual or constructive notice to the Government of design and/or workmanship defects. The project is located at Eglin AFB, FL.

a. Provide labor, material, tools, and equipment to ______________________.

b. No alterations, additions, or deletions shall be made unless prior approval by the SABER

Contracting Officer is obtained.

c. All work shall be IAW SABER Technical Specifications unless expressed written permission is received from the SABER Contracting Officer for any deviations. Under no circumstances is the Contractor to begin any work on the Task Order until a bonafide "Notice to Proceed" is issued by the Contracting Officer. All work must meet or exceed acceptable standards of the building trade.

d. Work to be performed with _____________Working Hours

2. LOCATION:

a. The project is located at __________________Eglin AFB, Florida

3. PROJECT ELEMENTS:

A.

B.

4. SPECIAL INSTRUCTIONS

General:

Eglin Specific Electrical requirements/standards:

Safety:

3.4. Record Drawings/As-Builts. The Contractor will have full access to all Record and As-Built drawings located in 96 CEG/CENMET (Civil Engineering Drafting Office) as required for development of the Contractor’s design.

The Contractor may obtain one (1) copy of the appropriate record drawings, if available, from 96th Civil Engineering

Drafting Office. The Government does not guarantee the availability, accuracy or adequacy of existing As-Built or record drawings. During the progress of the work, the Contractor shall keep a careful record at the job site of all changes and corrections (Red Line Drawings) from the layouts shown on the preliminary drawings submitted with their proposal, when applicable. The Contractor shall enter such changes and corrections on preliminary drawings promptly, and submit drawings to the Contracting Officer in accordance with schedule provided in the Task Order.

The As-Built drawings shall indicate, in addition to all changes and corrections, the actual location of all subsurface utility lines, existing or new. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the record drawings shall show, by offset dimensions to two permanently fixed surface features, the end of each run including each change in direction.

Valves splice boxes, and similar appurtenances shall be located by dimensioning along the utility run from a reference point. The depth below the surface of each run shall be recorded, in addition to the size and type of conduit or pipe used for the run. At the time of beneficial occupancy of each structure or facility involved under the contract, the Contractor shall submit to the Contracting Officer As-Built plans with the aforementioned data. In addition to the requirement for As-Builts at final inspection, As-Built drawings shall be required for all projects where there is any deviation to existing conditions by work performed under a SABER Task Order. As-Built drawings shall be submitted for approval no later than the date of the final inspection. The Contractor shall provide approved As-Built drawings in both a hard copy format (Mylar copy) as well as a Contractor provided CD compatible with the 96 CEG/CENMET AutoCAD, or computer aided drafting/design software compatible with

Government drafting/design software and computers for all Task Orders. The contractor shall include a line item for

As-Built drawings in all progress schedules.

3.4.1. As-Built drawings shall be submitted in a version of AutoCAD that is coordinated with 96 CEG drafting section at time of submission. The As-Built DWG files shall have no reference files attached as all shall be bound into the file to make one AutoCAD DWG file, which also shall be purged and created with standard AutoCAD pen table. Scaled drawings should provide a bar scale and shall be in feet not meters.

Contractor shall provide one (1) hard copy of As-Built on Mylar on an Arch D sheet size and one (1) CD in

AutoCAD and PDF. Final As-Builts shall include the assigned building number in the title block.

(1) AutoCAD drawings shall have correct geometry:

a. Segmented lines and arcs are to be made continuous and free of self-overlapping sections, thus decreasing files size and increasing efficiency within the AutoCAD platform.

b. All AutoCAD data shall be free of topological errors such as slivers, undershoots, overshoots dangles, overlaps, intersections, etc.

c. Area features such as building footprints, parking lots, roadways, and airfield pavements shall be true polyline polygons. Adjacent polygons shall not have gaps or overlaps.

(2) AutoCAD drawings shall be checked for correct spatial projection to one of the following:

a. North American Datum 1983 Florida State Plane North FIPS 0903 Feet (AutoCAD

Code FL83-NF)

b. Universal Transverse Mercator 1984, Zone 16 North (AutoCAD Code UTM84-16N)

(3) Any Building Information Models (BIM) developed for a project shall be supplied in a model archive as part of the final As-Built submittal consisting of two sets of files:

a. The first set shall be a collection of individual Models as received from the Model

Element Author(s).

b. The second set of files shall consist of the aggregate of those individual Models in a format suitable for archiving and viewing. The aggregate Model shall also be submitted in a DWG file format.

(4) Drawings submitted for approval as As-Builts shall have all changes incorporated into the final drawings.

a. Drawings shall be free of revision clouds, hand-written notes, scanned in change orders, etc.

b. Revision symbols shall be accompanied with an entry in the sheet’s revision block.

Revision block entries shall consist of a brief description of the change along with the change order number.

c. Each sheet shall be annotated in bold letters near the title block with the date the As-

Builts were accepted (i.e. AS-BUILT DRAWING 12 APR 2012).

(5) Title sheet shall have a vicinity map, project location map, sheet index, and key plan.

3.5. Design Guidance. All designs shall be IAW the latest edition of the Eglin’s Architectural Compatibility Plan.

Applicable to all projects prepared for design, prior to submitting a Contractor SOW package, the Contractor shall field verify the existing site conditions to satisfy itself with the general and local conditions that can affect the work.

The Contractor may make multiple site visits, conduct exploratory excavation(s) with an approved Work Clearance

Request (AF 103), or other intrusive inspection(s) upon approval of the CO, and shall restore all disturbed areas to existing conditions. All exploratory investigations shall be at no additional cost to the Government and are considered field overhead, therefore shall be part of the Contractor’s Coefficient. The Contractor will have full access to all Record and As-Built drawings possessed by, and located in, 96 CEG/CENMET as required for development of the Contractor’s design. The Contractor is responsible for accuracy of all measurements whether they are obtained in the field, or as existing drawing take-offs to develop accurate working drawings. It shall be noted that minor adjustments of new utility lines may be required to avoid existing underground utility lines or existing structures at no additional cost to the Government and therefore shall be part of the Contractor’s Coefficient.

All plans, labor, equipment, materials, and incidentals shall be furnished by the Contractor, unless otherwise specified. The Contractor shall thoroughly review the project request for constructability and advise the Government of possible problem areas prior to project negotiations.

3.6. Professional Engineer (PE) Certification. The project request may require PE Certification on some or all designs, or portions of designs. Typically, all new electrical power distribution designs; all new boiler/Heating, new

Ventilation and Air Conditioning designs if determined complex by the Government (to include temporary requirements); all structural designs, to include entrance canopies, and all sprinkler designs shall require PE certification. Large-scale, new landscaping and irrigation when requested shall be designed by a certified Landscape

Architect. Applicable Engineering Fee line items in the UPG may be utilized for PE Certification when deemed necessary by the Government.

3.7. Design Guidance, Specific. This guidance shall be used as applicable to specific projects.

3.7.1. Historical and Archeological. Some SABER projects may affect a resource that is eligible for listing on the National Historic Register and qualifies as an “undertaking” as defined by the National Historic Preservation

Act, Section 301(7). These projects will be identified by the Government within the SOO package. As such, all design, repair, maintenance, and construction shall be completed in a manner that is consistent with the

Secretary of the Interior’s “Standards for the Treatment of Historic Properties” and the Secretary of Interior’s

‘Illustrated Guidelines for Rehabilitating Historic Buildings”.

3.7.1.1. Base Cultural Resource Manager (BCRM). Prior to the final Contractor SOW package, the

Contractor shall obtain verification from the 96 CES/CENMPS Project Manager that consultation with applicable State and Federal authorities has been completed, to include all comments necessitating a change in the project design have been considered, incorporated, and reviewed by the BCRM.

3.7.1.2. The Secretary Of The Interior’s Standards for Rehabilitation. These Standards were originally published in 1977 and revised in 1990 as part of Department of the Interior Regulations (36 CFR Part 67, Historic Preservation Certifications). They pertain to historic buildings of all materials, construction types, sizes, and occupancy to encompass the exterior and the interior of historic buildings. The Standards cover:

related landscape features; the building’s site and environment; and attached adjacent or related new construction. The Contractor shall comply with the following standards on all applicable TOs, or as otherwise specified.

(1) A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment.

(2) The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided.

(3) Each property shall be recognized as a physical record of its time, place and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken.

(4) Most properties change over time. Those changes that have acquired historic significance in their own right shall be retained and preserved

(5) Distinctive features, finishes, and construction techniques or examples or craftsmanship that characterizes a property shall be preserved.

(6) Deteriorated historic features shall be repaired rather than replaced whenever possible. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence.

(7) New additions, exterior alterations or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale and architectural features to protect the historic integrity of the property and its environment.

(8) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired.

3.7.2. Civil. All design calculations shall be submitted for approval/review with the SOW package IAW paragraphs 3.5 and 3.7.

3.7.2.1. Earthwork. All contouring of terrain shall be pitched for positive drainage. Where reasonable, the

Contractor shall install pipe materials using a directional drilling or boring to avoid or minimize root damage to existing trees or under roadways as directed by the CO. All fill materials shall be environmentally "clean", meaning it will not be contaminated. The Contractor shall provide sampling/analysis results from all borrow sources that topsoil or any kind of fill soil was obtained from when requested by the Government. Soil shall only be obtained from approved borrow sources.

3.7.2.1.1. Excavations. The Contractor shall backfill and properly compact all excavations.

Trenches shall be top dressed with topsoil IAW paragraph 3.7.2.1.4.

3.7.2.1.2. Landscaping. New facilities design shall include adequate landscaping of the site. Ensure landscape layout and schedule are provided. Provide for trees, shrubs and ground cover. All supporting irrigation systems shall be included as an option item.

3.7.2.1.3. Soils and Vegetation Restoration. In addition to the requirements in FAR clause 52.236-

9 Protection of Existing Vegetation, Structures, Equipment, Utilities and Improvements, the

Contractor shall restore all areas affected by worksite operations to include all haul roadways prior to final inspection. The Contractor shall not delay soil restoration operations until the end of worksite operations or Task Order. The Contractor shall promptly restore all disturbed grounds immediately upon final backfilling.

3.7.2.1.4. Topsoil. The Contractor shall provide rock-free, natural, friable topsoil containing no more than 10% organic material, and shall contain sandy loam. It shall be obtained from naturally well-drained areas, and shall not be excessively acid or alkaline, nor contain substances harmful to plant growth. Approximate particle distribution shall have: trace of gravel; 40 - 65% coarse to medium sand; 10 - 15% fine to very fine sand; 10 – 15% silt; 20 – 28% clay; less than 844 ppm (.67 mm/cm) soluble salt levels; 2 – 5% by weight percent of organic matter; and a 5.5 – 6.5 soil pH.

Topsoil shall be distributed uniformly to provide a minimum thickness of 4 inches on properly compacted sub-grade. The sub-grade shall be hand raked, disked, or tilled appropriately to ensure water will percolate through the soil and avoid “hardpan” conditions. Topsoil shall be spread to minimize additional soil preparation or tillage. Sub-grade and topsoil shall be damp and frost-free.

Topsoil shall not be placed when sub-grade is frozen, excessively wet, extremely dry, excessively compacted, or in a condition detrimental to the proposed planting or grading. The Contractor shall provide a minimum of four (4) inches topsoil at all excavations performed in vegetation areas. The

Contractor shall rake prior to sodding and/or seeding to level topsoil and eliminate all mounds/clods/ruts and rocks larger than a 3/8-inch diameter, and ensure positive drainage. All topsoil shall be environmentally "clean".

3.7.2.1.5. Grass. All grasses shall be established by sod or hydro seed methods. Hand/broadcast seeding is unauthorized. All grasses shall be provided on grounds graded for positive drainage. All grasses shall have 90% coverage prior to acceptance. The Contractor shall maintain the turf until accepted by the Government. The Contractor shall submit a written guarantee warranting a full stand of turf, to be in healthy condition, one-hundred, twenty (120) calendar days from the date of acceptance; and the turf shall be reseeded (if required) within five (5) calendar days of notice by the

CO, at no additional cost the Government.

3.7.2.1.6. Tree Locations. The Contractor shall stake each tree location for approval prior to planting.

3.7.2.2. Irrigation Systems. Design analyses and pressure calculations verifying that the proposed irrigation system will provide the irrigation requirements as specified.

3.7.2.2.1. Existing Irrigation Systems. The Contractor shall test all existing irrigation systems within a worksite for operability and notify the Government in writing of all discrepancies. The

Contractor shall re-test the system, and repair all damage resulting from Contractor operations prior to the final inspection.

3.7.2.2.2. New Irrigation Systems. The Contractor shall test all new irrigation systems and ensure fully operational prior to the final inspection.

3.7.3. Architectural/Structural. All exterior and interior colors, finishes, and construction materials shall be compatible with existing color and styles, unless otherwise specified. All new work shall be IAW the most current edition of Eglin’s Architectural Compatibility Plan and the National Fire Protection Agency (NFPA), Life Safety Code 101. All design calculations shall be submitted for approval/review with the SOW package

IAW paragraphs 3.5 and 3.7.

3.7.3.1. Sensitive Compartmented Information Facility (SCIF). SCIFs and vaults shall comply with

Intelligence Community Technical Specification for ICD/ICS 705 dated September 10, 2015, Version 1.3 or the most current edition. The Contractor shall be responsible for ensuring that the finished product is adequately constructed to attain certification as described in the technical specification. Any design deficiencies that need correction in order to attain certification shall be the sole responsibility of the

Contractor at no additional cost to the Government.

3.7.3.2. Concrete. The Contractor shall provide proper protection from weather and physical damage for curing to all new concrete for a period IAW industry standards, but not less than fourteen (14) days. The use of curing compounds, where required, shall be approved by the CO and shall be clear in color, forming a continuous, opaque coating to exposed concrete surfaces. Finish and color of new concrete for repairs shall match existing adjacent concrete surfaces.

3.7.3.3. Bollards. All new mechanical or electrical installations (i.e. transformers, substations, condensing units, gas meters, etc.) near driveways or parking areas, etc. where they are subject to vehicular traffic shall have 6” pipe bollards installed to prevent damage. Bollards shall be set in the ground in concrete and painted “Eglin Brown,” and have a 6” crown of reflective yellow for those located at loading docks.

3.7.3.4. Locksets. Provide Premium WB Keyway (7 pin) cores Part Number 1CP7WB2 or approved equal for all new locksets in Base facilities.

3.7.3.5. Suspended Acoustical Ceilings. New ceiling panels shall be 2’ x 2’ square panels with reveal or tegular edges.

3.7.3.6. Doors. All wood doors shall be solid core. No particleboard shall be allowed unless otherwise specified. All new unpainted doors shall have a natural oak finish, unless otherwise specified. Aluminum entrance doors or storefronts shall be anodized bronze, or painted with an approved finish. Selected finish shall match adjacent existing unless otherwise specified. All extrusions shall be uniform in color and match each other so that the overall product appears uniform in color.

3.7.3.7. Finishes/Schedules/Color Boards.

3.7.3.7.1. Carpet/Carpet Tiles. All carpet/carpet tiles shall be IAW the latest edition of Eglin’s

Architectural Compatibility Plan unless otherwise directed by the CO.

3.7.3.7.2. Wall Covering. All wall coverings shall be IAW the latest edition of Eglin’s Architectural

Compatibility Plan unless otherwise directed by the CO.

3.7.3.7.3. Finish Schedule/Color Boards. All surfaces being modified or developed shall be included in a finish schedule on the drawings and/or the technical plan. The Contractor shall assemble and submit color boards IAW paragraph 3.3.2.5(3) when requested by the Government.

3.7.3.7.4. Door/Window Schedule. A door and/or window schedule shall be included on project drawings for all new and/or replacement doors/windows.

3.7.3.7.5. Exposed Metal Flashing and Coping. All exposed metal flashing and coping shall match adjacent trim surfaces, unless otherwise directed by the CO.

3.7.4. Mechanical. Design calculations shall be submitted with all mechanical plans for review. All design calculations shall be submitted for approval/review with the SOW package IAW paragraphs 3.5 and 3.7.

3.7.4.1. Boiler/Heating, Ventilation, and Air Conditioning (HVAC) Systems. All boiler/HVAC designs shall be Professional Engineer (PE) Certified when requested. Provide adequate boiler/HVAC systems as required for year-round comfort, to include necessary humidity controls. Where natural gas service is available, install gas furnaces and water heaters. The 96 CEG/CENMPS SABER Office will notify 96th TW CE Environmental Air Program Manager of all new permanent and temporary boiler systems. The Contractor shall ensure that any boiler system has been added to the Eglin Title V Air

Permit before beginning installation. All refrigerants and work on refrigerant systems shall be in accordance with 40 CFR Part 82, Subpart F – Recycling and Emissions Reduction, during HVAC equipment repairs/demolition. Air Conditioning units that have a SEER rating shall have a minimum

Seasonal Energy Efficiency Ratio (SEER) 16 rating. Refrigerant removed from a Chiller unit during demolition of a Chiller unit shall be turned over to the Government. The Government will provide the storage container for the recovered refrigerant.

3.7.4.2. Fresh Air Intakes. All new HVAC system designs, and when feasible, renovations of existing designs, shall locate intakes close to the top edge of the facility rather than at first floor levels. Roof mounted intakes shall only be used when wall mounted intakes are not feasible. Sloped roof intakes shall be mounted to the rear, or least visible side of the roof where standing water does not exist. Heavy gauge expanded metal, with an integral filter, shall be constructed over the wind/rain louvers to preclude direct access to the interior ductwork.

3.7.4.3. Equipment Manufacturers. All chillers, heat pumps, furnaces, Air Handling Units (AHU) shall be approved by the Government prior to purchase and installation.

3.7.4.4. Equipment Siting. When siting boiler/HVAC units, provide for locations where units can be properly maintained and easily accessible. Avoid placing HVAC units on roofs. To minimize loss of usable floor space, provide for air conditioning equipment designed for outdoor installation where possible. Ensure required ductwork is not installed on the exterior of buildings where it is highly visible.

3.7.4.5. Mechanical Systems Testing. All new boiler/HVAC systems shall be tested and balanced by an independent firm with a formal Test and Balance Report (TABS), unless otherwise specified, and submitted on an AF IMT 3000. All existing boiler/HVAC systems shall be field verified by the

Contractor for operability for design purposes. The Contractor shall submit existing system field verification results with the applicable design calculations for approval/review with the SOW package

IAW paragraphs 3.5 and 3.7. TABS shall be submitted upon completion of installation and prior to final inspection.

3.7.4.6. Temporary Boiler/HVAC Requirements. The Contractor shall provide temporary boilers/HVAC equipment to all facilities remaining in operation, unless otherwise specified. All labor, equipment, materials and rentals/fees required to provide temporary boiler/HVAC shall be separately annotated as an option item on all applicable SOW packages. Air conditioning systems are required to be operational from 1 April through 15 November and the heating systems are required to be operational from 16 November through 31 March. The Contractor shall submit for approval, drawings and calculations of proposed methods with the Contractor’s SOW package.

3.7.4.7. Direct Digital Control (DDC) Systems. The Contractor shall verify with the 96 CEG/CENMPS

Project Manager, the use or inclusion of DDC systems in their design whenever any HVAC upgrades or new construction is to be performed. Projects where new buildings are constructed or major upgrades to

HVAC are performed, the Contractor shall provide for DDC Systems support unless otherwise specified.

3.7.4.7.1 DDC System Requirements: 19 August 2011

(1) Provide building level supervisory controllers based on Eglin’s existing Niagara AX

Framework Rev 3.5 or later. The building level supervisory controllers shall include point-2-point (P2P), Secure Socket Layer SSL, Web server and embedded WorkBench (WB). The building level supervisory controllers shall contain all building logic and graphics.

(2) All graphics and points shall be duplicated in the existing Niagara AX Framework ENS

(Enterprise Network Server) using existing workbench software located in building 696 which shall serve as the Web Server for the system. All trended points shall be transferred via P2P to the server for history trending of points.

(3) When determined by the Government and negotiated on an individual Task Order one (1) laptop with the latest operating system, CPU, and technology as it relates to laptops, software and hardware for upload download, commissioning, and troubleshooting of all control devices shall be unconditionally provided to the Government with all necessary licensing.

(4) The system shall allow CE technicians to connect to all controllers with all available software in all modes available from the manufacturer from Building 696 via the local area network

(LAN) to program, backup, download, configure and perform all functions necessary to maintain the system as if onsite and direct connected to the device.

(5) All hardware and software administrator level passwords shall be provided to the Government to access all levels of all controllers including the new Niagara Framework controllers. The password shall allow complete access to everything the manufacture has access to.

(6) When determined by the Government and negotiated on an individual Task Order the

Contractor shall provide systems engineering training to five (5) DDC personnel on Eglin

AFB for five (5) full days (course length). The training will produce five (5) factory certified technicians.

(7) All field controllers shall use Bacnet MS/TP protocol.

(8) Provide a LAN drop within three foot of each building level supervisory controller and provide a patch cable between the LAN drop and the…