UHHZ_130209_Design-Build_SOW_Package.pdf

DESIGN – BUILD

STATEMENT OF WORK PACKAGE

FOR

CONSTRUCT ADDTION TO KITTING FACILITY

BULDING 20121

PROJECT UHHZ 130209

PROJECT CODE: GUB

PROJECT DATE: 17 OCT 13

ROBINS AIR FORCE BASE, GEORGIA

DEPARTMENT OF THE AIR FORCE

78 CEG/CENMP

ROBINS AIR FORCE BASE, GEORGIA

JOB NO. 107901-14

UHHZ 130209 INDEX OF SPECIFICATIONS

Endorsements

Using Office

I have reviewed and approved this package for a design-build project with my office using the facility area described.

Signed: _____________________________

Office Symbol: _______________________

78 CEG/CENMP Chief, Project Execution Section

I have reviewed and approved this package for a design-build project with my office managing the contract after award.

Signed: _____________________________

Office Symbol: _______________________

DATE:

SPECIFICATIONS INDEX, UHHZ 130209, CONSTRUCT ADDITION TO KITTING FACILITY,

BUILDING 20121

NUMBER TITLE PAGES

Division 1 - General Requirements

NOTE: Specification Sections 01005, 01020 and 01030 are Pre-Edited. All other specification sections will require editing by the DB Contractor for Final Design

01005 Statement of Work 01005-1 thru 01005-9

Form 820 – Computation and Justification for Liquidated Damages

01020 (Design-build) Construction Design Performance Requirements 01020-1 thru 01020-25

Appendix A – Fire Protection and Life Safety Analysis 1 thru 2

Appendix B – Geo-Tech Report 1 thru 21

01030 (Design-build) Design after Award 01030-1 thru 01030-14

01040 Site Requirements 01040-1 thru 01040-17

01300 Submittals and Contractor-Furnished Items 01300-1 thru 01300-8

01310 CADD As-Built Drawings 01310-1 thru 01310-5

01540 Green Procurement 01540-1 thru 01540-12

Attachment 2 1 thru 1

Attachment 3 1 thru 2

Attachment 7 1 thru 1

01560 Environmental Requirements 01560-1 thru 01560-26

01572 Construction & Demolition Waste Management 01572-1 thru 01572-6

01580 Safety Requirements 01580-1 thru 01580-6

01700 Execution Requirements 01700-1 thru 01700-6

01730 Operations and Maintenance Data 01730-1 thru 01730-6

UHHZ 130209 INDEX OF SPECIFICATIONS

NOTE: Final Design A-E shall provide and edit Divisions 2 – 33.

Division 3 - Concrete

033000 Cast-in-Place Concrete 033000-1 thru 033000-60

Division 5 - Metals

053000 Steel Decking 053000-1 thru 053000-

054000 Cold-Formed Metal Framing 054000-1 thru 054000-

055000 Metal: Miscellaneous and Fabrications 055000-1 thru 055000-11

055200 Metal Railings 055200-1 thru 055200-

055013 Miscellaneous Metal Fabrications 055000-1 thru 055000-16

Division 6 – Wood, Plastics, and Composites

064116 Laminate-Clad Architectural Casework 064116-1 thru 064116-

066116 Solid Polymer Fabrications 066116-1 thru 066116-

Division 7 – Thermal and Moisture Protection

072116 Mineral Fiber Blanket Insulation 072116-1 thru 072116-

076000 Flashing and Sheet Metal 076000-1 thru 076000-11

078400 Firestopping 078400-1 thru 078400-5

079200 Joint Sealants 079200-1 thru 079200-7

Division 8 – Doors and Windows

081113 Steel Doors and Frames 081113-1 thru 081113-

081400 Wood Doors 081400-1 thru 081400-

085113 Aluminum Windows 085113-1 thru 085113-

087100 Door Hardware 087100-1 thru 087100-

088100 Glazing 088100-1 thru 088100-

Division 9 – Finishes

092200 Metal Support Assemblies 092200-1 thru 092200-3

092900 Gypsum Board 092900-1 thru 092900-

095100 Acoustical Ceilings 095100-1 thru 095100-

096500 Resilient Flooring 096500-1 thru 096500-

096800 Carpet 096800-1 thru 096800-

09900.0040 Painting and Coating 0900.0040-1 thru

0900.0040-5

UHHZ 130209 INDEX OF SPECIFICATIONS

Division 10 – Specialties

101401 Signage 101401-1 thru 101401-

102113 Toilet Compartments 102113-1 thru 102113-

102813 Toilet Accessories 102813-1 thru 102813-

104416 Fire Extinguishers 104416-1 thru 104416-4

107316 Metal Canopies 107316-1 thru 107316-

Division 12 – Furnishings

124813 Entrance Floor Mats 124813-1 thru 124813-

Division 13 – Special Construction

133419 Pre-Engineered Metal Buildings 133419-1 thru 133419-25

(Note: The above spec is RAFB Std and will be edited by DB A/E only for the unique characteristics of this Project.)

Division 21 – Fire Suppression

211313.0010 Wet Pipe Sprinkle System 211313-1 thru 211313-13

Division 22 – Plumbing

220000 Plumbing, General Purpose 220000-1 thru 220000-39

220709 Plumbing Piping Insulation 220709-1 thru 220709-7

Division 23 – Heating, Ventilating, and Air Conditioning

230000 Air Supply, Distribution, Ventilation, and Exhaust Systems 230000-1 thru 230000-25

230300 Basic Mechanical Materials and Methods 230300-1 thru 30300-5

230700 Testing, Adjusting, and Balancing of HVAC Systems 230700-1 thru 230700-6

238100 Unitary Air Conditioning Equipment 238100-1 thru 238100-17

238246 Electric Unit Heaters 238246-1 thru 238246-4

Division 26 - Electrical

260000.0020 Basic Electric Materials and Methods 260000.0020-1 thru

260000.0020-4

260548.0010 Seismic Protection for Electrical Equipment 260548.0010-1 thru

260548.0010-4

262000 Interior Distribution System 262000-1 thru 262000-21

264100.0020 Lightning Protection System 264100.0020-1 thru

264100.0020-10

265100 Interior Lighting 265100-1 thru 265100-7

UHHZ 130209 INDEX OF SPECIFICATIONS

271000 Building Telecommunications Cabling System 271000-1 thru

283176 Interior Fire Alarm System 283176-1 thru 283176-

Division 28 – Electronic Safety and Security

283176 Interior Fire Alarm System 283176-1 thru 283176-

Division 31 – Earthwork

310000 Earthwork 310000-1 thru 310000-11

311100 Clearing and Grubbing 311100-1 thru 311100-2

313116 Soil Treatment for Subterranean Termite Control 313116-1 thru 313116-8

313211 Soil Surface Erosion Control 313211-1 thru 313211-4

Division 32 – Exterior Improvements

321123 Aggregate And/Or Graded-Crushed Aggre. Base Course 321123-1 thru 321123-12

321217 Hot Mix Bituminous Pavement 321217-1 thru 321217-19

321314 Concrete Pavements for Small Projects 321314-1 thru 311314-16

321723.0020 Pavement Markings 321723.0020-1 thru

321723.0020-6

329219 Seeding 329219-1 thru 329219-6

Division 33 - Utilities

331100 Water Distribution 331100-01 thru 331100-06

334000 Storm Drainage Utilities 334000-1 thru 334000-27

337102.0020 Underground Electrical Distribution 337102.0020-1 thru

337102.0020-34

TOTAL NUMBER OF PAGES (Including Index) = (DB A/E to determine)

<<<<< END OF INDEX >>>>>

UHHZ130209 STATEMENT OF WORK - 01005

Revised 28 April 2014, 31 Oct 14

PART 1 – GENERAL

1.01 STATEMENT OF WORK: This is a general overview of the Design-Build project. Also see Section 01020, Construction Design and Performance Requirements, and 01030, Design after Award.

A. Location: Accomplish work at Robins AFB, Georgia.

B. Price: The original contracted price includes special work times for utility outages and repair of all damage.

C. Contract Documents: Follow details shown by the specifications and drawings.

D. Liquidated Damages will be applicable for this task order. If applicable, complete the liquidated damages calculation sheet:

If the contractor fails to complete the work within the time specified in the contract, the Contractor shall pay Liquidated Damages to the Government in the amount of $325.92 for the first day of delay, and $263.32 per day for each subsequent calendar day of delay until the work is completed or accepted.

E. Design Phase Requirement: If building will be occupied during construction, contractor shall identify all hazards during the design phase that may have an adverse effect on building occupants, equipment, building systems, etc. during the construction phase. (For example: Project that includes working on roof over occupied space: cutting insulation, replacement of existing screws can cause dust particulates and other airborne particles that may be a hazard for personnel and/or equipment below.) Contractor shall provide design to contain all hazards to building occupants, equipment, building systems, etc. for contractor to utilize during the construction phase.

F. Project Scope, Objectives and Criteria: This is a Design-Build contract for both Design and Construction. The work includes the following:

1. Construct a new 4,140 square foot pre-engineered facility with standing seam metal roof (3:12). New facility shall be an addition to the existing Kitting Facility (Building 20121) to provide administrative support to current operations within existing Kitting Facility.

2. Exterior

a. EXISTING CONDITIONS: Directly adjacent to the building addition footprint is Building 20121. Within the building addition footprint exists underground utilities, which will need to be removed or relocated. The building addition footprint is located along an embankment of an existing storm drainage ditch. The ditch shall remain functional.

b. ABATEMENT OF HAZARDOUS MATERIALS: None

c. DEMOLITION:

Civil

1. A portion of the existing 10” gravity sewer line northwest of the building shall be demolished to allow for new construction.

2. A portion of the existing 6” fire line north of the building shall be demolished to allow for new construction.

Statement of Work

UHHZ130209 STATEMENT OF WORK - 01005

3. Portions of the existing storm drain line directly adjacent to the north and west sides of Building 20121 shall be demolished.

Structural

1. The portion of the existing concrete retaining wall along the west end of the existing portion of Building 20121 that extends above the floor elevation shall be demolished.

Electrical

1. Demolish the existing lightning protection ground loop as necessary to install the foundations for the new Addition.

Mechanical

1. Demolish existing building fire suppression system inspectors drain and valve.

Relocate to exterior wall of new addition.

d. NEW WORK:

Civil

1. Provide earth moving and grading as required to accommodate new building addition.

2. Provide new 10” gravity sewer line around northwest corner of new building addition.

3. Provide new 6” fire line around north end of new building addition.

4. Provide new roof drainage system and 12” storm drainage line around south end of new building addition.

5. Provide 5’ wide concrete-line swale to redirect roof drainage around northwest corner of building.

6. Provide new sewer service to accommodate new building addition.

Structural

1. Provide new metal building frames as extension of existing metal building system.

2. Provide cast-in-place new footing and retaining wall at southwestern edge to properly resist MBS manufacturer’s design reactions and passive earth pressure.

Architectural

1. Provide new metal building enclosure to match existing. The new metal building is to be an extension of the existing metal building. Provide insulation and interior metal liner panels to match existing liner panels. Provide a new Women’s and a new Men’s restroom complete with fixtures, partitions and accessories. Provide a new employee

UHHZ130209 STATEMENT OF WORK - 01005

Break Room to accommodate a minimum of ten (10) people at tables complete with cabinetry. Provide a new Janitor’s Closet, minimum of 4’-0”x4’-6”, complete with utility sink. These spaces are to be provided with a cap at 11’-0” AFF comprised of metal joist and deck framing. Each space is to be provided with an acoustical tile ceiling at 9’-0” AFF.

2. Alternate No.1: Provide two office spaces. One office space is to accommodate seven

(7)6’x6’ Government furnished work stations along with space for a copier and printer station. The other office space is to accommodate three (3)8’x8’ Government furnished work stations along with space for a minimum four (4) person work table with chairs. These spaces are to be provided with a cap at 11’-0” AFF comprised of metal joists and deck framing. Each office space is to be provided with an acoustical tile ceiling at 9’-0” AFF.

3. Alternate No. 2: Install Government furnished modular office unit. Basis of design is by Marteen Inc.

Electrical

1. Provide new electrical systems for new addition including new panel with circuit breakers, lighting fixtures, receptacles, and associated wiring and conduit. The new panel shall supply lighting fixtures, receptacles and mechanical equipment in the new Addition. The new panel shall be supplied by the existing service panel 'M'. The existing lightning protection system shall be extended to the new Addition. The existing fire alarm system shall be analyzed and determined if capable of expanding to protect the new Addition and interface to a new addressable, mass notification system. A new addressable, mass notification system shall be provided for the existing building and new Addition. Provide new Category six wiring, conduit, outlets, jacks and patch panels for voice and data cabling distribution in the new Addition. The voice/data cabling shall be routed to and terminated in the existing Communications closet.

UHHZ130209 STATEMENT OF WORK - 01005

Mechanical

1. Provide new HVAC system for the building addition. Provide new split system heat pump to provide heating/cooling for the office/break area. Provide heating via ceiling mounted unit heaters and ventilation via wall mounted prop fans for the storage area. Design will provide plumbing for new restrooms and break area.

Provide analysis and modification to existing wet pipe fire suppression system for new additions.

G. Project Requirements for Non-Prepriced Items:

1. Scope:

a. EXISTING CONDITIONS: Existing wet pipe fire suppression system. Existing building is occupied.

b. DEMOLITION: Demolish existing building fire suppression system inspector’s drain and valve. Relocate to exterior wall of new addition.

c. NEW WORK: Provide new HVAC system for the building addition. Provide a split system heat pump for the office area and break/restroom area. Base bid shall be HVAC for Break Room and Restrooms only. Both Base Bid and Alternate #1 shall include heating and ventilation for the storage area as described above. Design will provide plumbing for new restrooms and break area. Plumbing domestic water will tie in to the existing domestic water line located in the existing mechanical room. Provide analysis and modification to existing wet pipe fire suppression system for new additions.

H. Project Requirements:

1. The contractor shall provide the technical knowledge and skill necessary to perform services to meet standards set forth in this Statement of Work for base facilities, equipment and systems and at a minimum meet manufacturer’s requirements.

2. All stored equipment shall be stored and protected in accordance with manufacturer’s printed instructions.

3. This project will require daily reports to be filled out daily and submitted to the project manager on a weekly basis. Daily reports at a minimum shall contain the following information,

• Amount and type of work accomplished

• Materials delivered to the site

• Weather conditions and impact to work and schedule

• Labor workforces on site

• Construction equipment on site

• Safety inspection performed and violations noted

• Any outstanding issues, i.e. delays, RFIs, etc.

4. All items shall be installed in accordance with the manufacturer’s printed installation instructions unless the Base Facility Standards, specifications, drawings, contract clauses, schedule, attachments, manufacturer’s requirements, and other contract documents are more stringent. The most stringent requirement shall be met at no additional cost to the Government. If meeting the more stringent requirement will void the manufacturer’s warranty the contractor shall notify the Contracting Officer and the inspector prior to voiding the warranty.

5. Coordination shall be required between different disciplines.

UHHZ130209 STATEMENT OF WORK - 01005

I. Evacuation: Before fencing off the construction area, notify the Contracting Officer in writing 30 days before ready to start so that Contracting Officer’s Representative and Project Manager can notify appropriate personnel.

J. Physical Security:

1. The contractor shall be responsible for safeguarding all government personnel and property being modified or adjacent to the new work. The contractor shall identify any existing problems in writing prior to start work.

2. At the close of each work day, all government facilities, equipment, and materials shall be secured and back in operation unless agreed on prior to the work starting. The contractor shall be responsible for controlling access into an area that has been turn over to them for construction.

K. Contractor Operations: Comply with Occupational Safety and Health Administration (OSHA), Corps of Engineers Safety Manual (EM 385-1-1), the contract safety provisions will be listed in the Appendix ‘C’, Air Force Occupational Safety and Health (AFOSH) Standards, and National Fire Protection Association (NFPA) standards.

1. Contractor Employees:

a. Compliance with OSHA and other applicable laws and regulations for the protection of contractor employees is the obligation of the contractor.

b. The contractor shall furnish to each of his/her employees a place of employment that is free from recognized hazards.

c. The contractor shall brief his/her employees on the safety requirements of this contract and on hazards associated with prescribed tasks.

d. This contract shall in no way require persons to work in surroundings or under working conditions that are unsafe or dangerous to their health.

e. The contractor must coordinate and perform work so as not to impact the safety of government employees or cause damage to government property.

f. This requires providing personnel with protective equipment and associated safety equipment as may be necessary.

g. The contractor must also protect government personnel from hazards generated by the work.

2. Contractor Badges: All employees to enter Robins AFB shall have government provided badges. Contact the Project Manager/Badging Agent for the current badge application form. Badge request shall be submitted a minimum of 10 days prior to the employee’s arrival. All badges shall be returned to the Project Manager/Badging Agent at the end of the contract or pay a $50.00 fine.

3. Fire Reporting:

a. Brief all workers and subcontractors as to the location of telephone and fire alarm pull stations.

b. Report all fires as soon as discovered. The fire reporting number for on Base phones is 911. The fire reporting number for off Base phones is 478-222-2900. The caller should give his or her name and location of what is on fire. Also, give any other information that may be requested by the Fire Department dispatcher. Stay on the telephone until the dispatcher has obtained all necessary information.

4. Work shall be performed to, but not be limited to, the requirements set forth by the following:

a. Robins AFB – Base Facility Standards (last edition)

UHHZ130209 STATEMENT OF WORK - 01005

b. Occupational Safety and Health Administration (OSHA)

c. All other applicable federal, state and local codes to ensure the system(s) are installed in accordance with manufacturer’s specifications.

d. Air Force Occupational Safety and Health (AFOSH)

e. National Fire Protection Association

f. UFC 3-600-01 – Fire Protection Engineering for Facilities

g. The contractor shall perform all work to conform to the standards of the government listed in paragraph above and per manufacturer specifications/ requirements.

h. Equipment and materials provided by the contractor shall match/meet or exceed the specified equipment and material.

i. The contractor shall correct work not meeting these specifications at no additional expense to the government.

j. The contractor shall coordinate work between the different disciplines.

5. Permits & Utility Outages:

a. It shall be the contractor’s responsibility to attend permit and outage request meetings.

b. Before any “hot work” is performed on the job, an AF Form 592, USAF Welding, Cutting, or Brazing Permit, must be obtained and displayed at the work site for the duration of the permit.

c. Permits can be obtained by contacting the Civil Engineer Construction Inspector/Army Corp Project Engineer assigned to the job. The Fire Alarm Dispatch Center can be reached at 478-926-3487 or 478-926-3488.

d. Permits will be returned to the fire department, Bldg. 377 Fire Station Number 1, on the day they expire.

e. Adequate number and type of portable fire extinguishers, supplied by the contractor, will be as close to the work as possible. At least a 10 lb ABC type fire extinguisher shall be located at close proximity to the work being performed. In certain circumstances, one or two 20 lb ABC type fire extinguishers will be required for hazardous locations. The fire inspector issuing the welding/burning permit will determine the required level of protection at the time of permit issuance.

f. A digging permit will be required before any digging, driving of stakes or post starts.

g. Digging Permits are obtained on Monday at 0800 hours of each week at building

1555 break area. If Monday falls on a holiday, the permits will be issued on Tuesday following that Monday.

h. Utility Outages will be signed off on during the weekly outage meeting held on Wednesdays at 1000 hours in building 1555. Request utility outages in writing to the Base Civil Engineer, with a copy to the Contracting Officer a minimum of 21 days before the proposed outage.

i. Outages shall be scheduled at the Government’s convenience and may be at times other than normal working hours. For example, the times may be on weekends or during the second and third shifts (including holidays, holiday weekends, and work curtailment days). These are at no additional cost to the Government.

j. These hours are subject to change.

6. Superintendent: A full time Superintendent is required for this delivery order.

a. The Superintendent shall be a non-working superintendent. The superintendent shall be on site at all times when any contractor or subcontractor personnel are on site. The superintendent must be on site at all times and available to the Government and be totally aware all aspects of the project.

b. The contractor shall provide the Contracting Officer a letter designating a competent person as site superintendent. The letter shall state that the superintendent has full authority to act for the

UHHZ130209 STATEMENT OF WORK - 01005

Contractor and will be the primary Point of Contact for the Government. The Government reserves the right to disapprove the proposed superintendent.

c. The Government through the Contracting Officer or Technical Representative of the Contracting Officer (CEA Project Manager) reserves the right to shut down all Contractor site activities if the superintendent is not on site at such times. Site work shall not resume until the superintendent has returned to the site. Several violations of this requirement are cause for termination for default.

7. Site, Maintenance, Clean-up and Restoration:

a. Maintain the work site in a neat, orderly and safe manner.

b. Remove scrap, waste and excess materials promptly. Provide signs, barricades and lights as required to protect base personnel.

c. Do not allow trash and debris to accumulate and become unsightly. Sweep up and collect in contractor-maintained disposal containers daily. Dispose of collected debris weekly as a minimum.

d. Restore the project site to its final condition as required by the contract as soon as possible.

e. After Beneficial Occupancy acceptance, cut all grassed areas a minimum of (1) one time.

8. Rejected Work: If work performed by the contractor or a subcontractor does not meet the plans, specifications, national standards, Base Standards, applicable codes, industry standards, or acceptable workmanship the contractor shall accomplish the rework at no additional cost to the government. Rework will be rescheduled for the next normal workday.

9. Equipment Damaged by Contractor: The contractor shall take before and after photographs of the work site. If project site is located on the Airfield, the Contractor must obtain from the Project Manager an Airfield Photo Authorization Letter. Prior to starting work the contractor shall photograph, annotate, and bring to the attention of the inspector any noticeable damage to equipment, ceilings, walls, doors and frames, furniture, floors etc. The location of the annotated and photographs shall be well defined. If the damage is not documented then the contractor shall be responsible for the repairs. The contractor shall jointly verify the status of the fire alarm panel with the inspector prior to work starting.

The contractor shall be responsible for the repair of any of the above damaged in the process of performing their work. The repairs shall utilize original manufacturer’s approved parts and comply with manufacturer’s printed instructions/specifications. When the contractor finishes the repair, the equipment shall function within acceptable manufacturer’s printed instructions/specifications. This shall be accomplished at no cost to the Government.

10. Contract Qualifications: The contractor shall ensure that all employees performing work under this contract have all applicable licenses and certification to work on the item(s) in question. At a minimum, the contractor shall hold all applicable license(s) required by the state for the type of work being accomplished. Supporting documentations shall be provided if requested. At any time, work performed by a non-qualified person(s) may be rejected as noncompliance and may not be acceptable.

UHHZ130209 STATEMENT OF WORK - 01005

1.02 CONTINUED OCCUPANCY:

A. Access: Building 20121 shall remain in operation with minimal interruption during the entire duration of the project. The contractor will be given partial access to the project area.

B. The work area is not in a restricted area, but it is in the flightline area, or Airfield Zone. See Section 01040 for specific site requirements. The contractor can expect the requirement for special badges for base access. Up to 30 minutes of delays at the beginning and end of the work day should be expected.

C. Beneficial Occupancy: The Government reserves the right to take beneficial occupancy of parts of the project area before the total project completion date. This is not final acceptance, and identified deficiencies must still be corrected.

1.03 HOURS OF OPERATION:

A. Standard Work Hours: The contractor shall perform the services required under this contract during the following hours: MON – FRI, 0730 –1600, except federal holidays and as noted herein. The contractor may be allowed to work, with prior approval of the contracting officer representative, extended hours to ensure timely completion of work at no additional cost to the government. Permission to work extended/alternate hours shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired. The Government reserves the right to deny the contractor’s request.

B. Holidays: The contractor is not required to work on the following days without written approval: New Year’s Day, Martin Luther King Day, Presidents Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day. If the holiday falls on a Saturday, it is observed on Friday. If the holiday falls on Sunday, it is observed on Monday. Permission to work on holidays shall be requested in writing a minimum of 5 days prior to when the alternate work hours are desired. The Government reserves the right to deny the contractor’s request.

C. All references to days mean consecutive calendar days unless otherwise noted.

1.04 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section 01300, Submittals and Contractor Furnished Items. The contractor may submit manufacturer’s data in lieu of the required certificate of compliance if he desires. The government requires manufacturer’s data if an “X” appears under the “Mfg. Data Required” column.

B. All materials listed below are required for this delivery order and shall be submitted electronically:

1. Drawings, Calculations

2. Describe: Metal building package and accessories shop drawings, metal door and frame shop drawings, hardware shop drawings, cabinetry shop drawings and paint color selection.

C. The following samples/materials listed below are required for this delivery order and shall be submitted to Contracting Officer:

1. Material Sample: Ceramic tile, carpet flooring, ceramic tile base, rubber base, acoustical tile, acoustical ceiling tile grid, cabinetry plastic laminate, solid surface counter top, metal building liner panels, metal building siding panel, metal building roof panel and metal building gutter and downspouts.

UHHZ130209 STATEMENT OF WORK - 01005

2. Roof

1.05 GOVERNMENT FURNISHED PROPERTY: Will not be provided in this project.

1.06 GOVERNMENT REPRESENTATIVES:

A. The contractor shall not make any changes to or deviate from the requirements listed in the SOW unless approved in writing by the Contracting Officer.

B. The government project manager for the contract is Jeff Hooper, PE, 78 CEG/CENMP, 478-926-5923, and the inspector is Ed Rocha, 78 CEG/CENME, 478-926-8837.

PART 2 - PRODUCTS

A. Sole Source Products: None

B. Design Basis: Pre-Engineered Metal Building Roof Panels: See requirements in Section 01020.

PART 3 – EXECUTION

3.01 COMMENCEMENT OF WORK

A. Construction Prohibition: Do not order any materials or start any construction until the Contracting Officer has approved all related submittals.

B. Noncompliance Impacts: Any contractor costs resulting from noncompliance with these requirements are the sole expense of the contractor. Noncompliance shall not be cause for contract extensions or other considerations, but they may be cause for the Government to charge the contractor for liquidated damages for all negative impacts upon the Government.

3.02 COORDINATION: The superintendent (or contractor on-site project manager) shall coordinate work between different disciplines.

A. Avoid conflicts between new mechanical, electrical, architectural, and civil systems. Also, avoid conflicts between new work and existing structural or physical aspects or features of the facility. Request guidance from the Contracting Officer, and then perform such work at no additional cost to the Government.

B. Locations shown are approximate and may be moved if approved in writing by the Contracting

Officer. Show such variations on as-built drawings and do them at no additional cost to the Government.

C. Manufacturers' recommendations and/or requirements, if more stringent than the specifications and drawings, shall be followed at no additional cost to the Government.

3.03 AS-BUILTS: Also see Section 01300 (01310) for submittal items such as As-Builts that apply to all projects.

<<<<< END OF SECTION >>>>>

DATE: 13-May-14

I.

GRADE/STEP HOURS/DAY $/HOUR TOTAL/DAY

PROJECT MANAGER GS-12/5 1.5 $37.74 $56.61

INSPECTOR GS-11/5 3.0 $31.49 $94.47

CLERICAL GS-5/5 0.5 $17.18 $8.59

$159.67

II.

GRADE/STEP HOURS/DAY $/HOUR TOTAL/DAY

CONTRACTING OFFICER GS-12/5 1.0 $37.74 $37.74

CONTRACT ADMINISTRATOR GS-10/5 2.0 $28.66 $57.32

CLERICAL GS-5/5 0.5 $17.18 $8.59

$103.65

III.

GRADE/STEP HOURS/DAY $/HOUR TOTAL/DAY

ATTORNEY GS-14/5 1.0 $53.03 $53.03

CLERICAL GS-6/5 0.5 $19.14 $9.57

$62.60

IV.

LOSS OF USE OF BUILDING*

LOSS OF USE OF RUNWAYS/TAXIWAYS

LOSS OF USE OF LIVING QUARTERS BY NONCOMPLETION

QUARTERS ALLOWANCE PAYMENTS

OTHER (SPECIFY)

$0.00

$325.92

$263.32

C.O. SIGNATURE: DATE:

FORM 820 revised for CY 14

IN ACCORDANCE WITH FAR 11.502(B), IT IS THE DETERMINATION OF THE CONTRACTING OFFICER THAT LIQUIDATED

DAMAGES (ARE) (ARE NOT) APPLICABLE TO THE PROJECT. THIS DETERMINATION IS MADE BASED UPON THE FACT

THAT THE CONTRACTOR (HAS) (DOES NOT HAVE) COMPLETE CONTROL OF THE PACE OF WORK. IT IS FURTHER

DETERMINED THAT THE RATE OF ASSESSMENT FOR THE DAILY TOTAL LIQUIDATED DAMAGES IS REASONABLE.

THESE LIQUIDATED DAMAGES ARE APPLICABLE IF THE CONTRACTOR FAILS TO COMPLETE THE PERFORMANCE OF

THE SPECIFIED WORK DURING THE TIME(S) SPECIFIED IN THE CONTRACT.

TOTAL ADDITIONAL COST PER DAY*

*The Project Manager shall attach a Detailed Breakout to support the Additional Losses and Justify their reasonableness in accordance with FAR 12.202(B).

TOTAL LIQUIDATED DAMAGES FOR FIRST DAY (Sum of blocks I, II, III and IV)

TOTAL LIQUIDATED DAMAGES FOR SUBSEQUENT DAYS (Sum of blocks I, II and IV)

STAFF/JUDGE ADVOCATE COSTS

TOTAL STAFF JUDGE ADVOCATE COST FOR FIRST DAY*

LOSS OF REVENUE FROM FACILITIES PROVIDING SERVICES OR RECREATION

RENTAL OF BUILDINGS WHILE WAITING FOR PROJECT COMPLETION

*STAFF JUDGE ADVOCATE COSTS ARE NOT APPLICABLE FOR SUBSEQUENT DAYS

ADDITIONAL COSTS TOTAL/DAY

COMPUTATION AND JUSTIFICATION FOR LIQUIDATED DAMAGES

ENGINEERING/INSPECTION COSTS

TOTAL ENGINEERING/INSPECTION COST PER DAY

PROJECT: UHHZ 130209, Construct Addition to Kitting Facility, Bldg. 20121

CONTRACTING/ADMINISTRATIVE COSTS

TOTAL CONTRACTING/ADMINISTRATIVE COST PER DAY

UHHZ130209 (DESIGN-BUILD) CONSTRUCTION PERFORMANCE

REQUIREMENTS - 01020

INDEX

1. GENERAL

2. PROJECT DESCRIPTION

3. DESIGN REQUIREMENTS

4. SPACE REQUIREMENTS

5. CIVIL DESIGN

6. GEOTECHNICAL DESIGN

7. ARCHITECTURAL DESIGN

8. STRUCTURAL DESIGN

9. MECHANICAL DESIGN

10. ELECTRICAL DESIGN

1. GENERAL

1.1 Commencement of Work

Immediately after notification of contract award, contact the Contracting Officer to set up the Pre-performance (Kickoff) Meeting at Robins AFB. The Contracting Officer or Project Manager normally will schedule to meet within 14 days after contract award. The usual attendees are the same as would be invited to a Pre-construction conference for a design-bid-build contract. See Section 01030.

1.2. Regulatory, Reference Requirements, Technical Criteria and Standards: See Robins Air Force Base Facility Standards

2. PROJECT DESCRIPTION

2.1. See Section 01005, Paragraph 1.01.

2.2. If additional land survey data is required beyond what the Government has provided, it will be the responsibility of the Contractor to obtain that survey data.

3. DESIGN REQUIREMENTS

Design submittals will be as indicated in SECTION 01030, DESIGN SUBMITTAL REQUIREMENTS.

Initial submittals establish the design and construction schedule.

All Design Drawings, specifications and calculations shall be prepared and stamped by a registered Architect/professional engineer in the State of GA.

4. SPACE REQUIREMENTS

46’ x 90’ (4,140 SF) Pre-Engineered Metal Building Addition to house administrative offices, restrooms and a break room.

4.1. Approximately 25 personnel per shift will occupy the facility.

(DESIGN-BUILD) CONSTRUCTION PERFORMANCE REQUIREMENTS

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5. CIVIL DESIGN

5.1. Technical Criteria and Standards

5.1.1. All referenced material under this title in Paragraph 1.

5.2. Site Development

5.2.1. Site Survey

(A topographic survey of the existing facility and site is included in this package.) The Contractor shall verify all topographic information prior to design. This would include verification of all underground and aboveground utilities, all surface features, and horizontal and vertical control datum.

5.2.2. Demolition

5.2.2.1. Demolish and remove from site existing building elements as required to achieve design intent.

5.2.3. Erosion Control

The design shall include an Erosion Control Plan in accordance with the State of Georgia "Manual for Erosion and Sediment Control", latest revision at time of contract award. Prior to construction, the Contractor shall provide an Erosion Control Package, which meets all state and local requirements. In addition, all necessary permits shall be obtained by the Contractor and complied with throughout all phases of construction. Any violation to such permits will result in the immediate shutdown of work until corrective measures have been taken at the Contractor's expense.

5.2.4. Curb and Gutters

None.

5.3. Pavement Design

Concrete pavement design will be required for this project. Concrete driveway shall be replaced as indicated on the plans following installation of underground utilities.

5.4. Removal and Disposal

There are no approved waste areas within the limits of Robins Air Force Base. All waste shall be disposed of off-base at the Contractor’s expense.

5.4.1. Disposal Sites

Off-base disposal of dry debris (nonhazardous waste) may be at any approved local site. Hazardous waste must be disposed of at sites that meet EPA landfill requirements, and are approved by the Contracting Officer.

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5.5. Borrow Area

Borrow material shall be obtained from off-base sources and non-Government controlled areas.

Approved materials shall be those classified in ASTM D 2487 as GC, GM, SW, SP, SM, SC, ML, and CL and shall be free of trash, debris, roots or other organic matter or stones larger than 3" in any dimension. These requirements shall be addressed in the specifications developed by the Contractor.

5.6. Contractor's Storage Yard

The Contractor's storage yard shall be located within the project boundaries. A temporary chain-link security fence shall be provided around the perimeter of the yard. The fence shall be minimum 6' high with screening materials. Contractor shall provide all labor and materials to connect to electricity, water, and sewage. Electrical, power and water will be provided at no cost to the Contractor.

5.7. Haul Route

The haul route shown on the drawings (G-001) is an available haul route as of the date this package was created. Haul route may change to Gate 38D, Gate 38, or Gate 44 without notice due to aircraft movement or other airfield conditions.

5.8. Grading

A digging permit from the Base is required prior to any excavation operations. Finished floor elevations for the additions shall be 6 inches above the highest point of the adjacent outside finished grade. Access road and connecting street grades shall not be less than 0.5 percent or exceed 5.0 percent. Ponding anywhere on the site will not be permitted. A topographic survey of the area is provided and shall be used as part of the original proposal submittal. Any additional survey, testing or mapping required for the design or construction of the project shall be the responsibility of the Contractor.

5.9. Storm Runoff and Drainage System

The project scope has been compared to the gross footprint requirements of Section 438 of the 2007 Energy Independence and Security Act (EISA), and the Georgia Stormwater Management Manual (GSMM) and meets the applicability requirements.

The total area of land disturbance required for construction will exceed 5,000 SF. Therefore, this project is subject to the requirements of: (i) Stormwater Local Design Manual for Houston County, Georgia (LDM); (ii) Georgia Stormwater Management Manual (GSMM); and (iii) Section 438 of the 2007 Energy Independence and Security Act (EISA) as outlined in Section 01560, Environmental Requirements, Paragraph 3.12 Protection of Land Resource, Sub-Paragraph C Post Construction Stormwater Management Plan.

Reference Section 01560 and the Base Facility Standards for design and permitting requirements.

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5.10. Utilities

Show all existing utilities (size and approximate location) on the submittal drawings. Surveying required for this project is the responsibility of the Contractor. The Contractor shall obtain a digging permit, including utility verification, from the Base Civil Engineer’s office.

“ The contractor’s project designers/engineers shall schedule and meet with the Civil Engineering utility shop personnel at the project site and locate their underground utility lines and buried structures that might be affected by any digging/excavation on the site plans during the design phase”.

5.10.1. Water Distribution System

Do not leave/place any existing water line or new water mains underneath new buildings. The Contractor shall provide a copper tracer wire no more than 18" below grade directly above all nonmetallic utility lines with plastic marking tape to provide means of determining alignment of pipe by metal detecting equipment. See ROBINS AIR FORCE BASE FACILITY STANDARD for further requirements.

5.10.1.1. General

Make connection to the existing water distribution system at closest logical location. See survey drawings and Base master plan drawings for locations of exiting utility lines. The Contractor may use the existing water, but shall provide new service lines to the building for domestic use. No lines shall run under buildings or structures. The possible tie-in points are shown on the civil utility plan.

5.10.1.2. Service Lines

The water service lines shall be of sufficient size to furnish water to the building in the quantities and at the pressure required by National Standard Plumbing Codes. The pipe size shall be determined by the maximum velocity with peak not to exceed 6 ft/sec. The building shall be provided with a separate corporation stop and a separate interior service main cut-off valve readily accessible but not exposed in the public area. Provide a hose bib above the main cutoff to allow for draining the system if necessary.

5.10.1.3. Flow Requirements

Domestic water pressure at the facility shall not exceed 75 PSI.

5.10.1.4. Trenches

Minimum cover above water lines shall be 2'-6" in grassed areas and 3'-0" in paved areas. Lines laid higher than the minimums stated shall be concrete encased with a minimum concrete thickness of 6 inches. Bedding material for all underground piping shall be as recommended by pipe manufacturer.

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5.10.1.5. Shutoff Valve

Shutoff shall be provided at tie-in to existing domestic water riser in mechanical room.

5.10.1.6. Materials

Steel is not a viable option due to the corrosive nature of the soil.

5.10.1.7. Flow Requirements

The new system shall be sized to include domestic and fire flow requirements.

5.10.2. Sanitary Sewer System

The Contractor shall provide new building sewer connection to a manhole in such a manner that all sewer lines can be maintained easily without major disruption to building occupants. The Contractor shall mark all sewer lines with a copper tracer wire directly above all nonmetallic piping with plastic marking tape to provide means of determining alignment of pipe by metal detecting equipment. Plastic pipe and hub-less pipe are not allowed under concrete floor slabs. The minimum size sanitary sewer outside the building 5 feet line is 6 inches and the minimum size sanitary between manholes is 8 inches.

The minimum length of building sewer without a manhole is 100 feet.

R = ratio of extreme peak rate Q = average daily flow C = constant, 3.8 for MGD, 38.2 for GPD or 22.5 for GPH.

5.10.2.1. Temporary Sewer System

Temporary pipeline by-pass and pump station(s) may be required to keep adjacent facilities in service while work is progressing on this contract. Temporary pumps shall be rated sufficiently to provide a working system.

5.10.2.2. Sewer Line Sizes and Velocities

Sewer building service lines shall have a minimum diameter of 6 inches and lateral and mains shall be a minimum diameter of 8 inches. Lines shall be designed for a minimum velocity of 2 ft/sec for the average daily flow rate and 2.5 ft/sec for the peak flow rate. Lines shall not exceed a maximum velocity of 10 ft/sec. Pipe, 8" in diameter, shall have a minimum slope of 0.4 percent.

5.10.2.3. Ground Cover and Cleanouts

Sanitary sewer lines shall have a minimum of 2 feet of cover to provide frost protection. Cleanouts shall be provided at each facility 5 feet line. The cleanouts shall be of the two-way type, which allows cleaning in either direction.

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5.10.2.4. Manholes

Manholes shall be provided where sewer lines exceed 100 feet in length from the facility to the sewer main line. Manhole shall be provided where there is a change in direction of sewer on lateral and main.

Manholes shall also be provided on main lines at 300 feet spacing. A fixed siderail ladder shall be provided for manhole depths greater than 12 feet. The word "Sanitary Sewer" shall be cast in manhole covers. Vehicle loading is H-20.

5.10.2.5. Materials

Concrete pipe is not a viable option due to the corrosive nature of the soil.

5.10.2.6. Manning’s Formula

For gravity flow line, Manning's formula shall be used: V = (1.486/n) R 2/3 S 1/2 where, 'n' values smaller than 0.013 shall not be permitted despite manufacturers' reports of 'n' values between 0.009 and 0.011.

5.10.2.7. Utility Trenching and Location

All utilities shall be installed in accordance with the ROBINS AFB FACILITY STANDARD. Water and sanitary sewer lines shall not be installed in the same trench. Minimizing utility locations under the street is preferable. A digging permit from the Base is required prior to beginning any excavation.

5.11. Fencing

5.11.1. Contractor Yard (If Applicable)

A temporary security fence shall be provided around the Contractor's yard. Fencing shall be 6 feet high chain link with tan canvas screening.

5.12. Landscaping

General landscaping will be designed in accordance with Base Facility Standard. Also after construction, all disturbed areas shall be seeded with either Centipede or Bermuda grass if planted between April and August. Use Penntine or Falcon fescue if planted between September and March.

Areas surrounding the perimeter of the new facility shall be sodded.

5.13. Calculations

Provide design calculations for the following:

5.13.1. Water System

a. Domestic Water Calculations

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5.13.2. Storm Drainage

a. Runoff Calculations

b. Drainage Patterns

c. Storm Drain Calculations

d. Curb and surface inlet calculations

e. Profiles

5.13.3. Sanitary Sewer

a. Profiles

6. GEOTECHNICAL DESIGN

Previous geotechnical report for construction of Building 20121 is provided in Appendix B of Section 1020.

7. ARCHITECTURAL DESIGN

7.1. Scope and Objectives

Provide a new 4,140 square foot pre-engineered facility in accordance with the American Institute of Steel Construction and standard industry practices.

a. Building shall be free of interior columns. No interior load bearing walls.

b. Standard bay spacing shall be 22’-6” feet between frame centerlines.

7.2. Exterior Construction

7.2.1. Exterior Wall Construction

Exterior envelope shall be pre-finished metal wall panels to match existing. Wall panels shall be minimum 26 gauge metal wall panel system with 1 1/4” minimum height wall panels by an AC472 accredited manufacturer, 12” rib spacing. New wall panels shall have a Kynar 500 or Hylar 5000 polyvinylidene fluoride (PVDF) factory finish with a 20 year finish warranty. Increase thickness of metal wall panels if required to meet wind load requirements.

7.2.2. Windows

None.

7.2.3. Roof

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Provide standing seam metal roof, slope to match existing (approx. 3:12). Insulation shall be a minimum of R30. Provide roof expansion joints and transition as required for tie-in to existing roof along the gable end. Roof color shall match existing using standard manufacturer’s colors.

Roof panels: Shall be minimum 24 gauge structural metal roof system with 2” minimum height mechanically seamed standing seam roof panels by an AC472 accredited manufacturer, 360° mechanical seam shall be seamed onsite (90°/180°/270° seams not allowed) with maximum panel width of 18 inches. System shall be hydrostatic by design (waterproof) meeting the requirements of ASTM E2140.

Hydrokinetic systems (water-shedding) are not allowed. Panels shall have intermediate low profile ribs, flat pans not allowed. New roof shall have a Kynar 500 or Hylar 5000 polyvinylidene fluoride (PVDF) factory finish with a 20 year finish warranty. New metal roofing shall be designed and installed in a manner that it has no panel end laps and requires no field fabrication of panels in direction of installation (i.e. panels shall be installed on correct module and rake trim fasteners in flat of roof panels shall not be acceptable).

Roof warranty shall be a 20 year single source NDL (no dollar limit) on material and labor warranty.

Warranty shall cover weather-tightness, design wind speeds, and finish of the roofing and flashing components. Prior to acceptance, the manufacturer shall perform the necessary roof inspections required to determine that installation is per the manufacturer’s instructions and issue a letter to that effect. Roof shall not be accepted without this letter. Warranty will not include the following exclusions: wind uplift different from the design (per IBC/ASCE 7-10), workmanship or exclusion of manufacturer during the installer’s warranty.

The existing building currently has a warranty from Elite Structures. New roof and roof transition shall not void the existing warranty. Contractor shall provide a letter from Elite Structures confirming this requirement.

Use the above criteria to modify specification section 13 34 19 which is included with this SOW. Delete from the specification section the design basis manufacturer – the requirements above shall take precedence.

7.2.4. Gutters and Downspouts

Provide gutters and downspouts. Along northeast exterior wall, connect downspouts to underground drainage system. Along southwest exterior wall, provide concrete splash blocks at grade. Color to match existing and shall be in accordance with the ROBINS AFB FACILITY STANDARD.

7.2.5. Exterior Doors

New insulated exterior hollow metal doors and frames shall be installed. Provide door hardware and locksets.

7.2.6. Louvers

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Provide louvers as required for the operation of the HVAC system and to prevent entry of water into the building. Louvers shall be finished with paint finish to meet ROBINS AFB BASE FACILITY

STANDARD.

7.2.7. Expansion and Control Joints

Provide new expansion and control joints as required.

7.2.8. Termiticide

Provide termiticide treatment at new construction in contact with grade.

7.2.9. Miscellaneous Metals

Miscellaneous metals shall consist of metal fascia, gutters, downspouts, vent/louvers and flashing, etc., required for a complete facility.

7.2.10. Wood

Pressure treated wood shall be used for miscellaneous nailers, blocking etc. Maximum moisture content when delivered and when installed is 19%.

7.2.11. Painting

All exterior ferrous metal shall be painted.

7.3. Interior Construction

In general, items called out below do not list colors, textures, and architectural form aspects. The contractor's designer shall provide a Structural Interior Design (SID) submittal per Section 01030 to show the coordinated design of these aspects into an architecturally pleasing whole. The Government reserves the right to redirect the designer on these design elements after the first submittal.

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7.3.1. Paragraph not used.

7.3.2. Interior Surface of Exterior Wall

The interior surface of new exterior walls…