W912BV-16-0110-0002.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Air Traffic Control Tow er, Tinker, Air Force Base, Oklahoma.

1. The due date and time remain unchanged.

2. Section 00 73 46- This amendment replaces previous versions of Secion 00 73 46 in its entirety. This amendment includes the most recent Wage Determinations.

3. Section 01 10 10- This section is added in its entirety.

4. All potential offerors must acknow ledge this amendment by completing blocks 15A, 15B, and 15C of this page. Return the completed first page of this amendment w ith your proposal.

5. POC for this amendment is Pun Chittchang, punnie.chittchang@usace.army.mil, 918-669-7544.

6. ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED BY THIS AMENDMENT.

1. CONTRACT ID CODE PAGE OF PAGES

1 8

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 24-May-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912BV-16-R-0110

X 9B. DATED (SEE ITEM 11)

05-Apr-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

24-May-2016

CODE

CONTRACTING DIV

USACE, TULSA 1645 S 101 E AVE

TULSA OK 74128-4609

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV-16-R-0110

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

SUMMARY OF CHANGES

SECTION 00 01 10 - TABLE OF CONTENTS

The below Table of Contents has been added

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 1 01 10 10

SECTION 00 73 46 - WAGE DETERMINATION SCHEDULE

The following have been added by full text:

00 73 46

General Decision Number: OK160049 04/22/2016 OK49

Superseded General Decision Number: OK20150049

State: Oklahoma

Construction Type: Building Building Construction -does not include residential construction consisting of single family homes and apartments up to and including 4 stories. (Including building projects on industrial sites and treatment plants)

County: Oklahoma County in Oklahoma.

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/08/2016 1 01/15/2016 2 03/18/2016 3 04/22/2016

* BROK0005-004 12/01/2015

Rates Fringes

BRICKLAYER.......................$ 22.42 8.93

CARP0216-002 06/01/2013

Rates Fringes

MILLWRIGHT.......................$ 25.15 7.53

CARP0329-003 06/01/2013

Rates Fringes

CARPENTER (Form Work Only).......$ 21.86 6.85

ELEC1141-010 06/01/2015

Rates Fringes

ELECTRICIAN (Excludes Low Voltage Wiring and Installation of Alarms)..........$ 30.15 17.25%+5.20

ELEC1141-030 06/01/2015

Rates Fringes

ELECTRICIAN (Low Voltage Wiring Only).....................$ 18.59 15.5%+5.20

ELEV0063-004 01/01/2016

Rates Fringes

ELEVATOR MECHANIC................$ 37.40 29.985+a+b

PAID HOLIDAYS:

a. New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving, and Christmas Day.

b. Employer contributes 8% of regular hourly rate to vacation pay credit for employee who has worked in business more than 5 years; 6% for less than 5 years' service.

ENGI0627-023 06/01/2015

Rates Fringes

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 28.05 11.83 Group 2.....................$ 26.35 11.83 Group 3.....................$ 25.80 11.83 Group 4.....................$ 25.05 11.83 Group10.....................$ 21.10 11.83

POWER EQUIPMENT OPERATOR

GROUP 1: All Crane Type Equipment 200 ton and larger and including 400 ton capacity cranes. All Tower Cranes.

GROUP 2: All Crane Type Equipment 100 ton capacity and larger cranes, and less than 200 ton capacity.

GROUP 3: All Crane Type Equipment 50 ton capacity and larger cranes, and less than 100 ton capacity. Crane Equipment (as rated by mfg.) 3 cu.yd. and over Guy derrick Whirley Power Driven Hole Digger (with 30' and longer mast).

GROUP 4: CRANES with Boom Incl. Jib less than 100 ft and less than 3 cu. Yd.; Overhead Monorail Crane

GROUP 10:OILER; SEMI-TRAILER TRUCK DRIVER

IRON0048-014 06/01/2013

Rates Fringes

IRONWORKER (Ornamental and Structural)......................$ 23.10 12.88

PLUM0344-006 07/01/2015

Rates Fringes

PLUMBER (Excludes HVAC Pipe Installation)....................$ 30.53 14.42

PLUM0344-019 07/01/2015

Rates Fringes

HVAC MECHANIC (Installation of HVAC Unit Only, Excludes Installation of HVAC Pipe and Duct)............................$ 30.53 14.42

PLUM0344-024 07/01/2015

Rates Fringes

PIPEFITTER (Including HVAC Pipe Installation)...............$ 30.53 14.42

ROOF0143-001 06/01/2015

Rates Fringes

ROOFER...........................$ 20.79 7.19

SFOK0669-002 01/01/2016

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 29.72 16.52

SHEE0124-010 07/01/2012

Rates Fringes

SHEET METAL WORKER (HVAC Duct Installation Only)...............$ 29.70 12.93

SUOK2012-029 07/30/2012

Rates Fringes

CARPENTER (Acoustical Ceiling Installation Only)...............$ 14.98 0.00

CARPENTER, Excludes Acoustical Ceiling Installation, Drywall

Hanging, Form Work, and Metal Stud Installation................$ 16.61 3.00

CEMENT MASON/CONCRETE FINISHER...$ 16.75 0.00

DRYWALL FINISHER/TAPER...........$ 13.74 0.00

DRYWALL HANGER, Includes Metal Stud Installation..........$ 14.38 0.00

ELECTRICIAN (Alarm Installation)....................$ 20.97 5.22

FENCE ERECTOR....................$ 14.00 0.00

GLAZIER..........................$ 12.02 2.42

IRONWORKER, REINFORCING..........$ 17.11 0.00

LABORER: Common or General......$ 11.70 0.00

LABORER: Landscape..............$ 13.75 0.00

LABORER: Mason Tender - Brick...$ 12.00 0.00

LABORER: Mason Tender - Cement/Concrete..................$ 13.00 1.91

LABORER: Pipelayer..............$ 12.39 0.00

LABORER: Plaster Tender.........$ 11.00 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 21.25 4.35

OPERATOR: Bulldozer.............$ 20.64 2.35

OPERATOR: Forklift..............$ 20.55 0.00

OPERATOR: Grader/Blade..........$ 14.28 1.70

OPERATOR: Loader (Front End)....$ 16.18 0.00

OPERATOR: Paver (Asphalt, Aggregate, and Concrete).........$ 13.38 1.54

PAINTER: Brush, Roller and Spray, Excludes Drywall Finishing/Taping.................$ 12.42 0.00

PLASTERER........................$ 16.10 0.00

SHEET METAL WORKER, Excludes HVAC Duct Installation...........$ 17.57 4.64

TRUCK DRIVER: Dump and Flatbed Truck....................$ 11.60 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

The following have been deleted:

00 73 46

SECTION 01 10 00 - STATEMENT OF WORK

The following have been added by full text:

01 10 10 DESIGN REQUIREMENTS

See attachment titled “ 01 10 10 Design Requirements For Air Traffic Control Tower”

(End of Summary of Changes)

Attachment 01 10 10

SECTION 01 10 10 Page 1

SECTION 01 10 10

DESIGN REQUIREMENTS FOR

AIR TRAFFIC CONTROL TOWER

1. DESCRIPTION OF WORK

1.1 PROJECT DESCRIPTION

The Air Traffic Control Tower (ATCT) Facility will serve as a stand alone facility. The Air Traffic Control Tower (ATCT) facility houses the equipment and personnel for control of aircraft approaching, departing, and transiting on aircraft movement areas (runways, taxiways, aprons, etc.). The project requires the construction of a new facility and demolition of existing buildings to locate the functions for the ATCT Facility. The existing ATCT and adjacent simulator building as well as associated equipment pads, stormshelter, and utility connections will be removed in their entirety. The new facility will be a modern, efficient, and appropriately-sized facility that will house system components directly supporting the mission.

The new facility for the ATCT will consist of but not limited to the following rooms: Control Cab w/ accessible roof area, ATCT Simulator Room, Ready/Break Room, Training Room, Administrative Room, Controller Office, Deputy Controller’s Office, ADA compliant Toilets, Locker/shower room, Janitorial Closet, Electrical Room, Telecommunications Room, Mechanical Rooms (Fire Pump Room for the Control cab and Tower Shaft, Entrance/Elevator Lobby, and vertical circulation consisting of stairs and elevator (with elevator equipment closet or room).

The Project also includes underground utilities, paving, parking, sidewalks access drive around the building, storm drainage, exterior and site lighting, site improvements, landscaping, underground communications infrastructure to connect the new facility, and all applicable AT/FP (Antiterrorism/Force Protection) measures.

FY16 Air Traffic Control Tower Tinker AFB, OK

SECTION 01 10 10 Page 2

2. TINKER GENERAL

2.1 CODES, STANDARDS AND CRITERIA

2.1.1 The Southwestern Architectural and Engineering Instruction Manual, (SWD-AEIM) prescribes standard procedures for the preparation of design documents for construction projects under the direction of the US Army Corps of Engineers (COE), Tulsa District. The design manual and other useful criteria are available on the Tulsa District home page at http://www.swt.usace.army.mil/

In addition to the specific Codes, Standards and Criteria referenced throughout this RFP, the designer shall prepare all design and construction documents in accordance with the most current edition of the following:

Applicable Department of Defense (DoD) regulations Military Handbooks (MIL-HDBK’s) Air Force Regulations (AFR’s), including AFR 88 series regulations Air Force Instructions (AFI’s) Air Force Manuals (AFM’s, AFMAN’s) Air Force Handbooks Air Force Pamphlets (AFP’s, AFPAM’s) Engineering Technical Letters (ETL’s) Engineering Manuals (EM’s) Engineering Guidance Letters (EGL’s) Construction Technical Letters (CTL’s) Unified Facilities Criteria (UFC) Unified Facilities Guide Specifications (UFGS)

These documents are available via the internet at:

http://www.hnd.usace.army.mil/techinfo/

Tinker Air Force Base Facility Standard (Included in Appendix B)

2.1.2 In this contract and associated documents, where the word “designed” is used the agent performing the design is the “Design-Build (DB) contractor.” The Designer shall also follow all current national and state codes, regulations and specifications involving civil, architectural, interior design, structural, mechanical, electrical, and environmental disciplines which are applicable to the engineering design and construction industry, including OSHA Safety and Health Standards and Air Force policy on Ozone Depleting Chemicals (ODC’s).

2.1.3 Use of National Fire Codes and Life Safety Codes, published by the National Fire Protection Association (NFPA), the International Building Code (IBC), the Americans with Disabilities Act (ADA), and the Uniform Federal Accessibility Standards (UFAS) is mandatory on all projects.

http://www.swt.usace.army.mil/ http://www.hnd.usace.army.mil/techinfo/

SECTION 01 10 10 Page 3

2.2 REFERENCES

The following publications are referenced throughout this section of the RFP. This list shall not be used as or considered to be a complete list of design references. See paragraph titled “Codes, Standards, and Criteria” for a complete listing of design publications.

GENERAL REFERENCES

INTERNATIONAL CODE COUNCIL (ICC)

International Building Code (IBC)

ARCHITECTURAL REFERENCES

AFI 32-1084 Facilities Requirements ABA Americans with Disabilities Act and Architectural Barriers Act Accessibility Guidelines - Accessibility Standard for Department of Defense Facilities ETL 07-4 Air Force Carpet Standard, 28 March 2007 FEMA 361/July 2000, Design and Construction Guidance for Community Shelters IBC 2006 International Building Code NFPA 101 Life Safety Code, Latest Edition NFPA 409 Standard on Aircraft Hangars, latest Edition Tinker Air Force Base facility Standard 2007 Edition (TAFBFS) UFC 3-120-10, 15 June 2006 w/ change 1 - Interior Design UFC 3-120-01, 06 Feb 2003 - Air Force Sign Standard UFC 3-190-06 Protective Coatings and Paints UFC 3-190-01FA, 17 Nov 2003 Joint Sealing for Buildings UFC 3-600-01, 26-09-06 Fire Protection Engineering for Facilities Uniform Federal Accessibilities Standards (UFAS) USAF Environmentally Responsible Facilities Guide, 2002

CIVIL REFERENCES

ABA Americans with Disabilities Act and Architectural

Barriers Act Accessibility Guidelines EPA Technical Guidance on Implementing the Stormwater

Runoff Requirements for Federal Projects under Section 438 of the Energy Independence and Security Act (EPA 841-B-09-001)

AF 32-1076 Design Standards for Visual Air Navigation Facilities AF 32-7062 Air Force Comprehensive Planning AF 91-201 Explosives Safety Standards AR 95-2 Air Traffic Control, Airspace, Airfields, Flight

Activities, and Navigational Aids AR 385-64 Ammunition and Explosives Safety Standards DOD TB 700-2Ammunition and Explosives Hazard Classification

Procedures DOD 4165.57 Air Installations Compatible Use Zones DOD 6055.9 Ammunition and Explosives Safety Standards ETL 04-2 Standard Airfield Pavement Marking Schemes ETL 91-6 Cathodic Protection PWTB 200127 USACE Reuse of Concrete Materials From Building

Demolition

SECTION 01 10 10 Page 4

PWTB 200136 USACE Sustainable Stormwater Storage Alternatives for Army Installations

TM 5-803-1 Installation Master Planning USACE USACE Master Planning Instructions USACE USACE Southwest District Design Manual USAF Air Traffic Control Tower and Radar Approach Control

Facility Design Guide FAA AC 150/5320-5D Airport Drainage Design

UNIFIED FACILITIES CRITERIA

2-100-01 Installation Master Planning 3-201-01 Civil Engineering 3-210-02 Landscape Architecture, with Change 1 3-210-10 Low Impact Development 3-220-01 Geotechnical Engineering for Foundation Design for

Buildings and Structures 3-220-04FA Geotechnical Engineering 3-230-01 Water Storage, Distribution, and Transmission, with

Change 2 3-240-01 Wastewater Collection, with Change 1 3-250-01FA Pavement Design for Roads, Streets, Walks, and Open

Storage Areas 3-250-03 Standard Practice Manual for Flexible Pavements 3-250-04 Standard Practice for Concrete Pavements 3-260-01 Airfield and Heliport Planning and Design 3-260-17 Dust Control for Roads, Airfields and Adjacent Areas 3-550-01 Exterior Electrical Power Distribution with Change 1 3-570-02A Cathodic Protection 3-570-02N Electrical Engineering Cathodic Protection 3-570-06 O&M: Cathodic Protection Systems 3-600-01 Fire Protection Engineering for Facilities 4-010-01 DoD Minimum Antiterrorism Standards for Buildings with Change 1 4-010-02 DoD Minimum Standoff Distances for Buildings (FOUO) 4-022-02 Selection and Application of Vehicle Barriers 4-141-10N Design: Aviation Operation and Support Facilities

STRUCTURAL REFERENCES

AMERICAN SOCIETY OF CIVIL ENGINEERS

ASCE 7-05 Design Loads for Buildings and Other Structures

INTERNATIONAL CONGRESS OF BUILDING CODE OFFICIALS

IBC-2006 International Building Code

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

Manual of Steel Construction – 13TH Edition (ASD or LRFD)

UNIFIED FACILITIES CRITERIA

1-200-01 General Building Requirements 3-301-01 Structural Engineering 3-310-04 Seismic Design for Buildings 4-010-01 Antiterrorism Standards

SECTION 01 10 10 Page 5

AMERICAN CONCRETE INSTITUTE

ACI 308 Standard Specification for Curing Concrete ACI 315 Details and Detailing of Concrete Reinforcement ACI 318 Building Code Requirements for Structural Concrete ACI 347 Guide to Formwork for Concrete

AMERICAN WELDING SOCIETY

AWS D1.1 Structural Welding Code=Steel

OTHER STANDARDS

Tinker Air Force Base Facility Standard – 2007 Edition (TAFBFS)

Occupational Safety and Health Association(OSHA)-All applicable OSHA regulations.

American Association of State Transportation Officials(AASHTO)- Bridge Design Specifications

MECHANICAL REFERENCES

AIR-CONDITIONING, HEATING & REFRIGERATION INSTITUTE (ARI)

Applied Directory of Certified Products 410 Forced-Circulation Air-Heating and Air-Cooling Coils 430 Central Station Air-Handling Units 880 Air Terminals

AIR MOVEMENT & CONTROL ASSOCIATION (AMCA)

210 Laboratory Methods of Testing Fans for Certified Aerodynamic Performance Rating 300 Reverberant Room Method for Sound Testing of Fans

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

A117.1 Standard for Accessible and Usable Buildings and Facilities Z21.10.3 Gas Water Heaters Vol III, Storage Water Heaters with Input Ratings Above 75,000 Btu Per Hour Z21.22 Relief Valves for Hot Water Supply Systems Z358.1 Emergency Shower and Eyewash Equipment

AMERICAN SOCIETY OF HEATING REFRIGERATION AND AIR-CONDITIONING

ENGINEERS (ASHRAE)

ASHRAE Handbooks 33 Methods of Testing Forced Circulation Air Cooling and Air Heating Coils 68 Laboratory Method of Testing to Determine the Sound Power in a Duct

90.1 2007 Energy Standard for Buildings Except Low-Rise Residential Buildings

AMERICAN SOCIETY OF MECHANICAL ENGINEERS(ASME)

A13.1 Scheme for Identification of Piping Systems

SECTION 01 10 10 Page 6

A112.6.1M Floor-Affixed Supports for Off-the-Floor Plumbing Fixtures for Public Use A112.18.1M Plumbing Fixture Fittings A112.18.2M Plumbing Fixture Waste Fittings A112.18.3M Performance Requirements for Backflow Prevention Devices and Systems in Plumbing Fixture Fittings A112.19.1M Enameled Cast-Iron Plumbing Fixtures A112.19.3M Stainless Steel Plumbing Fixtures A112.19.5 Trim for Water-Closet Bowls, Tanks and Urinals

AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE)

1001 Pipe Applied Atmospheric Type Vacuum Breakers 1005 Water Heater Drain Valves 1018 Trap Seal Primer Valves – Water Supply Fed 1019 Vacuum Breaker Wall Hydrants, Freeze Resistant Automatic Draining Type 1037 Pressurized Flushing Devices (Flushometers) for Plumbing Fixtures

AMERICAN SOCIETY OF TESTING MATERIALS (ASTM)

A53 Specification for Pipe, Steel, Black and Hot-Dipped, Zinc Coated, Welded and Seamless B88 Specification for Seamless Copper Water Tube B819 Standard Specification for Seamless Copper Tube for Medical Gas Systems C591 Specification for Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation D1248 Specification for Polyethylene Plastics Extrusion Materials for Wire and Cable D2513 Specification for Thermoplastic gas Pressure Pipe, Tubing and Fittings F1973 Standard Specification for Factory Assembled Anodeless Risers and Transition Fittings

CAST IRON SOIL PIPE INSTITUTE (CISPI)

CISPI 301 Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications CISPI 310 Couplings for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings

COMPRESSED GAS ASSOCIATION (CGA)

G7.1 Commodity Specification for Air G4.1 Cleaning Equipment for Oxygen Service

ENERGY POLICY ACT (EPACT 2005)

ENGINEERING TECHNICAL LETTERS (ETL)

ETL 02-15 Fire Protection Engineering Criteria – New Aircraft Facilities

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR Manual Manual of Cross-Connection Control

SECTION 01 10 10 Page 7

INTERNATIONAL CODE COUNCIL (ICC)

International Building Code (IBC) International Plumbing Code (IPC) International Mechanical Code (IMC) International Fuel Gas code (IFC)

MANUFACTURERS STANDARDIZATION SOCIETY(MSS)

SP58 Pipe Hangers and Supports – Materials, Design and Manufacture SP69 Pipe Hangers and Supports – Selection and Application SP70 Cast Iron Gate Valves, Flanged and Threaded Ends SP71 Grey Iron Swing Check Valves, Flanged and Threaded Ends SP78 Cast Iron Plug Valves, Flanged and Threaded Ends SP80 Bronze Gate, Globe, Angle and Check Valves SP89 Pipe Hangers and Supports – Fabrication and Installation Practices SP90 Guidelines and Terminology for Pipe Hangers and Supports

NATIONAL ELECTRIC MANUFACTURERS ASSOCIATION (NEMA)

MG1 Motors and Generators MG10 Energy Management guide for Selection of Fixed Frequency Medium AC Squirrel-Cage Polyphase Induction Motors MG11 Energy Management Guide for Selection and Use of Single-Phase Motors

NATIONAL SANITATION FOUNDATION (NSF)

61 Drinking Water System components – Health Effects

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 Portable Fire Extinguishers NFPA 13 Installation of Sprinkler Systems NFPA 30 Flammable and Combustible Liquids Code NFPA 54 National Fuel Gas Code NFPA 70 National Electrical Code NFPA 70E Standard for Electrical Safety in the Workplace NFPA 90A Standard for the Installation of Air Conditioning and Ventilation Systems NFPA 91 Standard for Exhaust Systems for Air Conveying of Vapors, Gases NFPA 99 Standard for Health Care Facilities

PLUMBING AND DRAINAGE INSTITUTE (PDI)

WH 201 Water Hammer Arresters

SHEETMETAL & AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION

(SMACNA)

Architectural Sheet Metal Standards Round Industrial Duct Construction Standards HVAC Duct Construction Standards HVAC Systems - Duct Design HVAC Systems - Testing, Adjusting, and Balancing

SECTION 01 10 10 Page 8

UNDERWRITERS LABORATORIES (UL)

181 Factory-Made Air Ducts and Air Connectors 555 Fire Dampers 705 Power Ventilators 1951 Electrical Plumbing Accessories

UNIFIED FACILITIES CRITERIA

UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems, with Change 2 UFC 3-420-01 Plumbing Systems, with Change 10 UFC 3-420-02FA Compressed Air, with Change 1 UFC 3-450-01 Noise and Vibration Control UFC 3-570-06 O&M: Cathodic Protection UFC 3-600-01 Design: Fire Protection Engineering for Facilities UFC 4-010-01 DoD Minimum Antiterrorism Standards for Buildings

ELECTRICAL REFERENCES

ADA 1994 Standards for Accessible Design

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 2008 National Electrical Code (NEC) NFPA 70E Standard for Electrical Safety in the Workplace NFPA 72 National Fire Alarm Code NFPA 101 Life Safety Code NFPA 409 Aircraft Hangars NFPA 780 Lightning Protection Code

AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI)

C2 NATIONAL ELECTRICAL SAFETY CODE (NESC)

INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE)

UNIFIED FACILITIES CRITERIA (UFC)

UFC 3-520-01 Interior Electrical Systems Distribution and Low Voltage Utilization UFC 3-560-01 Electrical Safety; O&M UFC 3-600-01 Design: Fire Protection Engineering for Utilities (except delete reference to obsolete version of ADA and replace with new 1994 version).

NATIONAL ELECTRICAL MANUFACUTERER’S ASSOCIATION (NEMA)

UNDERWRITERS LABORATORIES (UL)

TINKER AIR FORCE BASE BUILDING/UTILITY ELECTRICAL DISTRIBUTION

SYSTEMS/TELE-DATA COMMUNICATIONS

BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL (BICSI)

ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA)

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ENGINEEERING TECHNICAL LETTERS (ETL)

NATIONAL ELECTRICAL TESTING ASSOCIATION (NETA)

TECHNICAL MANUALS (TM)

TECHNICAL GUIDE 13A

AIR FORCE INSTRUCTION (AFI)

AFI 32-1063 Electrical Power Systems (10 June 2005)

UFAS UNIFORM FEDERAL ACCESSIBILITY STANDARDS

2.3 EXISTING CONDITIONS

TEXAS HORNED LIZARD (THL)

The Texas horned lizard is a small reptile, ranging in size from 3/4-to 4-inches long. It has horn-like projections on its head and spiny scales on its body, legs, and tail.

If a Texas horned lizard is encountered, dead or alive, during construction, the Contractor shall notify the Tinker Natural Resources office immediately and ensure the lizard is protected so it may be relocated.

The Contractor shall notify the Tinker AFB Natural Resources office as soon as it is known when construction activities will begin. At that time, Tinker Natural Resources staff will conduct visual ground searches of the construction site prior to any construction activities.

Any lizards found will be temporarily captured and relocated to suitable habitat away from the construction site. Once the site has been inspected and cleared, the Tinker Natural Resources staff will inform the Contractor that construction activities may start.

All contractor and subcontractor employees shall be briefed on the requirements outlined in the information included in the Appendices prior to beginning work on the site.

The Contractor shall post the horned lizard information sheet on the job site bulletin board or other conspicuous location where it can be viewed by all field crew members. The Contractor shall contact the Tinker Natural Resources staff to obtain the latest information sheet prior to starting construction.

ASBESTOS CONTAINING MATERIALS (ACM)

1. Asbestos is expected to be encountered within the existing ATCT on pipe insulation.

2. DB Contractor will be required to notify the Contracting

Officer immediately if Asbestos is encountered.

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LEAD-BASED PAINT

1. Lead-based paint is expected to be encountered within the project and shall be remediated per Tinker AFB requirements.

Officer immediately if lead-based paint is encountered.

HEAVY METAL DUST

1. Heavy metal dust is not expected to be encountered within the project.

Officer immediately if heavy metal dust is encountered.

POINTS OF CONTACT

1. The 76 Safety Office (405-739-2767 or 405-734-0093) shall be notified immediately of any damage to government property or injury to Air Force personnel caused by the contractor. The notification/coordination of this contact shall be through the Contracting Officer (unless emergency).

2. Information regarding fire prevention, welding and cutting, or fire protection systems shall be obtained from and coordinated with the Base Fire Department (405-734-7964).

The notification/coordination of this contact shall be through the Contracting Officer (unless in an emergency).

3. Information regarding health and personnel protective equipment shall be obtained from and coordinated with the Base BioEnvironmental Office (405-734-3719). The notification/coordination of this contact shall be through the Contracting Officer (unless in an emergency).

4. Base traffic regulations shall be observed by all DB

Contractor personnel. Information regarding such regulations shall be obtained from and coordinated with the Security Forces Squadron (405-734-3768). The notification/coordination of this contact shall be through the Contracting Officer (unless in an emergency).

5. The DB Contractor must contact 72 ABW/CE for list of hazards associated with any confined space entry.

CONTAMINATED SOIL

Contaminated soils are not expected to be encountered around Building 935 (existing air traffic control tower to be demolished). Similarly, the area within this project location, at the new air traffic control

SECTION 01 10 10 Page 11 tower site, is not expected to encounter any contaminated soils. The DB Contractor shall notify Tinker Environmental (405)-724-3058 if vapors during any excavation are encountered. See Appendix C for a map of potential areas of effect.

If contaminated soil is found during construction, it will be handled and disposed of in accordance with all applicable Federal, State and local government laws and regulations. A list of sites to be used for disposal must be submitted to the Contracting Officer. In case of fuel/chemical spills that do damage and/or enter the sewers, the spills must be reported to the Contracting Officer and the Base Fire Department.

Excavation encountering contaminated soil, based on field screening, will not be enlarged to remove contamination beyond the proposed excavation dimensions. The suspect soil left in place at these locations must be sampled for chemical laboratory analysis. A representative soil sample will be taken from the bottom of the excavation where suspected contamination is left in place. For areas encountering apparent contamination for more than 20 linear feet of excavation, a representative sample will be taken from the excavation bottom for every 20-feet. Appropriate decontamination procedures will be performed between each individual sampling episode to prevent cross contamination of the individual samples. Appropriate sample containers and preservation techniques will be used to assure quality chemical data. Appropriate chain-of-custody documentation will accompany laboratory samples. A sampling and analysis plan will be prepared in accordance with EM 200-1-3 that details the proposed sampling procedure. Contaminated locations will be located in the field by a professional surveyor and clearly documented on the as-built drawings so they can be revisited in the future.

Contaminated soils found during excavation of soils must be segregated from clean soil, consolidated, and tested for disposal. All soil suspected of being contaminated will be placed on a minimum of 6-mil plastic (or equivalent), and covered by a minimum of 6-mil plastic.

Measures should be taken to prevent any surface runoff from entering the stockpile, or washing away the excavated materials. These measures should include constructing an earthen berm or placing silt fence around the perimeter of the stockpile to prevent contamination of the surrounding surfaces. The Contractor shall utilize separate stockpiles for contaminated and clean soil storage. Stockpiles of suspected contaminated materials shall be completely covered with the appropriate plastic at all times and secured accordingly. Parameters and specifications for testing will be dictated by the disposal facility.

For estimation purposes, the Contractor is not required to assume any contamination in their base bid proposal. When any suspect contamination is identified, the Contractor shall notify the Contracting Officer immediately.

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SPILLS

Any type of spill shall be reported to the Contracting Officer and Tinker Fire Department. Any spill, regardless of type, that threatens or enters the sewer system should be reported immediately to the Contracting Officer and Tinker Fire Department. These spills can be categorized in two (2) groups: hazardous chemicals and other materials (e.g., paint, tar). The other materials, as well as the hazardous materials, may have potential negative impact to the environment, as well, specifically to the storm water system.

GEOTECHNICAL ENGINEERING DATA

1. All aspects of the geotechnical design for this facility shall be in accordance with SWD-AEIM Chapter 13 and Paragraph 16 of TAFBFS.

2. The DB Contractor shall provide subsurface investigations and a geotechnical report for all new foundations and pavements. The DB Contractor shall take soil samples, make laboratory tests and write geological reports which include an evaluation of test results and recommendations for foundations. The DB Contractor shall determine the amount and types of sampling and testing required for the foundations and below grade items the DB Contractor intends to use. The Contractor’s foundation design shall be based on the recommendations contained in the geotechnical report. Geotechnical site investigation shall be conducted in accordance with UFC 3-260-02, Chapter 5. DB Contractor shall required to perform plate bearing test as required within the UFC in order to determine the design “k” modulus of subgrade reaction.

3. The subsurface sampling and testing shall be performed by a firm equipped, qualified and licensed to perform such services.

4. All geotechnical reports, investigations, specifications, and calculations shall be performed, checked and stamped by a registered Professional Engineer in the State of the project site. The geotechnical report shall be submitted to the Contracting Officer with the other design submittals.

2.4 SCHEMATIC AND REFERENCE DRAWINGS

2.4.1 Existing drawings do not exist for Building 935, existing ATCT.

The concept Drawings and schematics shown for the new ATCT are to be used only as a guide for the new design. The DB Contractor is solely responsible for the design of these systems and structures and shall take full responsibility for any design and the associated construction costs based on the use of these schematics.

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2.4.2 Reference drawings of existing site, systems, structures and conditions are provided. The information on these drawings may or may not reflect exact conditions at the current site and should not be considered “as-built”.

2.5 FIELD MEASUREMENT

2.5.0 The DB Contractor shall become familiar with all details of the work, verify all dimensions in the field and shall advise the Contracting Officer of any discrepancy before work begins. This pertains to all site conditions and any information presented in the project documentation.

2.6 GENERAL RFP TERMINOLOGY

2.6.1 DB Contractor: This is all work completed under this RFP by this

Contractor.

2.7 PERMITS

2.7.1 The Contractor is responsible for determining the applicability and obtaining all necessary Federal, State, county, local permits and fees required to complete the construction of this project.

The Contractor is responsible for paying all fees associated with obtaining the permits. All required permits will have to be coordinated with the Base Civil Engineering office and the Oklahoma Department of Environmental Quality (DEQ) offices.

2.7.2 The acquisition of permits and Base waivers shall be included in the construction schedule submitted and shall be the complete responsibility of the Contractor with no time extension given for delays due to permits.

2.7.3 The permitting process may include, but not be limited to, the submission of the following types of permits: stormwater management; water pollution; floodplain management; discharge permit; solid and hazardous waste; hazardous material tracking;

clearing; digging; traffic and closures; air quality; dust control; air emissions; drinking water; fuel tanks; historic, cultural, and archaeological preservation; noise abatement;

endangered species; airport hazard/airfield safety clearances;

generator; temporary airfield construction waiver; FAA Form 7460-

1. The permitting guidance in this section is not all inclusive.

2.7.4 The DB Contractor shall be responsible for the preparation of the environmental and construction permit applications listed below.

The DB Contractor shall prepare the listed permits, providing all information and supporting documentation in a form ready for

SECTION 01 10 10 Page 14 signature by the Owner/Government and submittal to the applicable agency. Should the permitting agency require additional clarification or information during the permit review process, the DB Contractor shall provide all necessary assistance to resolve the outstanding issue.

2.7.5 Base Air Quality Permit: The DB Contractor will provide the information required for the permit to the Contracting Officer.

2.7.6 Notice of Intent (NOI):The DB Contractor will provide the information required for the permit to the Contracting Officer.

2.7.7 DB Contractor is responsible for all permits and coordination as required for the project. The table below shows approximate lead times and POCs for permits on Tinker AFB.

TYPE

LEADTIME

(Minimum)

Point Of Contact

Airfield – Crane Over 200 ft 90 Days 72 ABW/CECED Airfield – Crane Under 200 ft 45 Days 72 ABW/CECED Temporary Air Field Wavier 60 Days 72 ABW/CECR Airfield – Staging Area 45 Days 72 ABW/CECED

Digging 3 Weeks 72 ABW/CECED

Welding, Cutting and Brazing Daily COE

Utility Outages 21 days 72 ABW/CECED

Construction Permit 30 Days after NTP

72 ABW/CECED

Base Air Quality Permit 4 Weeks* 72 ABW/UEC Notice of Intent (NOI) Pre-Con 72 ABW/CECED Storm Water Pollution Prevention Pre-Con 72 ABW/CECED

Notice of Termination Project Completion

72 ABW/EM

Oklahoma State Historical Preservation Office (SHPO)

See Section 01 10 00

See Section 01 10 00

* Provide Environmental Management requested information

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3. GEOTECHNICAL AND FOUNDATIONS

3.1 INTRODUCTION

Geotechnical requirements for the ATCT Facility and associated site features located at Tinker Air Force Base include, but are not limited to, the preparation of the foundation design, foundation design analysis, pavement design, pavement design analysis, construction specifications, and all pertinent subsurface investigation, foundation design, and pavement design drawings for the project including plans, sections, and details. The Contractor is fully responsible for acceptable non-airfield pavement designs and building foundation design.

The Contractor shall submit the names, addresses and qualifications of the geotechnical firms, drilling firms, and material testing laboratories intended for subcontracting, for approval by the Contracting Officer for review and approval in coordination with the USACE Tulsa District Geotechnical Engineering Section. The materials testing laboratory and the personnel performing testing, shall meet all applicable requirements of ASTM C1077, ASTM D3740, and ASTM E329. The materials testing laboratory shall possess a certificate of accreditation by a nationally recognized authority described in ASTM C1077, ASTM D3740, and ASTM E329. After contract award, validation of the materials testing laboratory by the USACE Materials Testing Center (MTC) will be required for the soils testing being performed (http://www.wes.army.mil/SL/MTC/mtc.htm). The Contractor is responsible for obtaining all permits and performing all correlation and calibration testing.

Approval of the aforementioned firms or laboratories does not release the Contractor from responsibility for preparation of an approved Foundation Design Analysis (FDA) and Pavement Design Analysis (PDA), nor should it be construed as approval of the FDA/PDA. In addition, approval of the aforementioned firms or laboratories does not release the Contractor from responsibility for the adequacy of geotechnical specifications, sections, details and all pertinent foundation and pavement design drawings, and related geotechnical portions of the project.

All required submittals and deliverables shall be submitted to the Contracting Officer for review and approval in coordination with the USACE Tulsa District Geotechnical Engineering Section. The Contractor’s Geotechnical Engineer shall prepare a final geotechnical evaluation report, to be submitted along with the first foundation design submittal

The Preliminary Geotechnical Engineering Report can be found in the Appendix.

3.2 EXISTING SUBSURFACE INFORMATION

Limited subsurface information for the general area of the project is included in Preliminary Geotechnical Investigation that is attached as an Appendix. The Contractor shall use the Government-supplied Preliminary Geotechnical Investigation as a basis for bid and for the preparation of their proposal. It shall be the Contractor’s responsibility to review, interpret, and evaluate the subsurface investigation data, including boring logs, field data, and laboratory test data. Subsequent to award, an

SECTION 01 10 10 Page 16 additional subsurface investigation and analysis will be required and shall be the responsibility of the Contractor.

The Contractor shall submit the proposed exploration plan to the Contracting Officer for review and approval in coordination with the USACE Tulsa District Geotechnical Engineering Section prior to mobilization of drill rig(s) and start of drilling. The Contractor will be required to drill and sample the proposed borings in accordance with EM 1110-1-1804 and Chapter XIII of the USACE SWD-AEIM. All subsurface investigation samples shall be performed in accordance with “Laboratory Soils Testing” (EM 1110-2-1906) dated 30 November 1970 (including Change 2 dated 20 Aug 86).

Geotechnical designs shall be based on technical criteria provided and soil data obtained by subsequent drilling or soil data provided herein; and shall be in accordance with Chapter XIII of the SWD-AEIM.

Drilling and laboratory testing for the Contractor's subsurface investigation shall be performed in accordance with EM 1110-2-1907. Reference Chapter XIII of the USACE SWD-AEIM for further requirements concerning geotechnical field investigations. The drilling and sampling techniques must conform to USACE criteria. Soil Laboratory tests shall be performed in accordance with "Laboratory Soils Testing" (EM 1110-2-1906), dated 30 November 1970. The Contractor is responsible for all applicable drilling and testing costs and acquisition of all clearances and permits from the Base Civil Engineering Office.

(A) The Contractor shall submit with the fee proposal, in writing, two copies of a proposed itemized exploration and testing program to the Contracting Officer for review and approval in coordination with the USACE Tulsa District Geotechnical Engineering Section. The submittal will consist of the backup data sheets and the quantity and cost summary sheets.

(B) The Contractor shall inform the Contracting Officer, in writing, at least 10 days prior to the start of any field investigations. This notification will include the starting date and location of the work and the names of the drilling and geotechnical firms. A site visit by a representative of the firm who prepares the geotechnical report is required.

(C) If field conditions discovered during drilling reveal that the submitted geotechnical investigation and testing program are inadequate or inappropriate, the Contractor will notify the Contracting Officer immediately, followed by a letter, recommending changes, additions, or deletions to the agreed-to program and time schedule.

(D) The Contractor is also responsible for the protection of all underground utilities from damage by the field investigations, and for coordination of drilling with regards to airfield safety requirements.

The Contractor is responsible for all applicable clearances and permits from the Base Civil Engineering Office and for the protection of all underground utilities from damage by the field investigations.

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If fill, waste, or contaminated materials are encountered during drilling, the USACE Tulsa District Geotechnical Engineering Section and the Contracting Officer shall be notified immediately.

3.3 TECHNICAL CRITERIA

The geotechnical specifications, sections, details, and pertinent foundation and pavement design drawings, and related geotechnical portions of the project shall comply with, but not be limited to, the following referenced material and criteria. Note: the latest editions in effect as of the date of this Request for Proposal are to be used unless noted otherwise.

(A) UFC 3-201-01, Civil Engineering, 01 June 2013.

(B) UFC 3-220-01,…