Statement_of_Work_19_Jan_17.pdf

UHHZ160050 INDEX OF SPECIFICATIONS

INDEX OF SPECIFICATIONS

DATE: 19 January 2017

Title in ACES

NUMBER TITLE PAGES

Division 01 – ROBINS AFB – General Requirements

01005 Statement of Work 01005-1 thru 01005-11

01020 (Design-build) Construction Design Performance 01020-1 thru 01020-23 Requirements

Appendix A - Fire Protection and Life Safety Analysis No. of pages = 3

01030 (Design-build) Design after Award 01030-1 thru 01030-15

01040 Site Requirements 01040-1 thru 01040-13

01300 Submittals and Contractor-Furnished Items 01300-1 thru 01300-9

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

01501 Temporary Services - Contractor 01501-1 thru 01501-5

01502 Temporary Utilities and Services for Continued Occupancy 01501-1 thru 01501-5

01540 Green Procurement 01540-1 thru 01540-12

Attachment 3 No. of pages = 3

01560 Environmental Requirements 01560-1 thru 01560-32

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

01580 Safety Requirements 01580-1 thru 01580-6

01600 Product Requirements 01600-1 thru 01600-3

01700 Execution Requirements 01700-1 thru 01700-6

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

Edit Div. 02 – 46 specifications from UFGS to encompass work scope required for this project. Utilize the latest release of the applicable sections required. Below are the minimum specifications required – add other UFGS specifications as required. See also requirements of Procedural Guide for Designers.

Division 02 – Existing Conditions

02 41 00 Demolition X-X thru X-X

Division 03 - Concrete

03 11 13.00 10 Structural Cast-in-Place Concrete Forming X-X thru X-X

03 20 00.00 10 Concrete Forming X-X thru X-X

03 33 00.00 10 Cast-in-Place Concrete X-X thru X-X

Division 04

04 20 00 Unit Masonry X-X thru X-X

UHHZ160050 INDEX OF SPECIFICATIONS

Division 05 - Metals

05 50 13 Miscellaneous Metal Fabrications X-X thru X-X

05 52 00 Metal Railings X-X thru X-X

05 12 00 Structural Steel X-X thru X-X

05 40 00 Cold Formed Metal Framing X-X thru X-X

Division 06 – Wood, Plastics and Composites

06 10 00 Rough Carpentry X-X thru X-X

Division 07 - Thermal and Moisture Protection

07 61 14.00 20 Steel Standing Seam Roofing X-X thru X-X

07 42 13 Metal Wall Panels X-X thru X-X

07 21 16 Mineral Fiber Blanket Insulation X-X thru X-X

07 92 00 Joint Sealants X-X thru X-X

Division 08 - Openings

08 11 13 Steel Doors and Frames X-X thru X-X

08 33 23 Overhead Coiling Doors X-X thru X-X

08 71 00 Door Hardware X-X thru X-X

08 81 00 Glazing X-X thru X-X

08 91 00 Metal Wall Louvers X-X thru X-X

Division 09 - Finishes

09 51 00 Acoustical Ceilings X-X thru X-X

09 90 00 Paints and Coatings X-X thru X-X

Division 10 - Specialties

10 44 16 Fire Extinguishers X-X thru X-X

10 14 00.20 Interior Signage X-X thru X-X

Division 11 - 14

UHHZ160050 INDEX OF SPECIFICATIONS

Division 21 – Fire Suppression

21 13 13.00.10 Wet Pipe Sprinkler System, Fire Protection X-X thru X-X

Division 22 – Plumbing

22 00 00 Plumbing, General Purpose X-X thru X-X

Division 23 – Heating, Ventilation and Air Conditioning

23 00 00 Air Supply, Distribution, Ventilation and Exhaust Systems X-X thru X-X

23 03 00.00 20 Basic Mechanical Materials and Methods X-X thru X-X

23 05 93 Testing, Adjusting, and Balancing for HVAC X-X thru X-X

23 82 00.00 20 Terminal Heating and Cooling Units X-X thru X-X

Division 25

Division 26 – Electrical

26 20 00 Interior Distribution System X-X thru X-X

26 28 01.00 10 Coordinated Power System Protection X-X thru X-X

26 41 00 Lightning Protection System X-X thru X-X

26 51 00 Interior Lighting X-X thru X-X

26 56 00 Exterior Lighting X-X thru X-X

Division 27 – Communications

Division 28 – Electronic Safety and Security

28 31 64.00 10 Fire Detection and Alarm System, Addressable X-X thru X-X

Division 31 – Earthwork

31 00 00 Earthwork X-X thru X-X

31 31 16 Soil Treatment for Subterranean Termite Control X-X thru X-X

31 32 11 Soil Surface Erosion Control X-X thru X-X

Division 32 – Exterior Improvements

32 11 23 Aggregate and/or Graded Aggregate Base Course X-X thru X-X

UHHZ160050 INDEX OF SPECIFICATIONS

32 12 16 Hot Mix Asphalt for Roads X-X thru X-X

Division 33 – Utilities

33 30 00 Sanitary Sewers X-X thru X-X

Division 34 – 48

TOTAL NUMBER OF PAGES (Including Index) = 164

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

UHHZ160050 ___ STATEMENT OF WORK - 01005

Statement of Work

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 shall include special work times for utility outages and repair of damages.

C. Contract Documents: Follow details shown by the specifications and drawings, current version of the Robins AFB Facility Standards, UFCs, ETLs, applicable UFGS sections and building code requirements.

D. Liquidated Damages will be applicable for this task order. 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 $332.99 for the first day of delay, and $269.02 per day for each subsequent calendar day of delay until the work is completed or accepted.

E. Design Phase Requirement: North wing of building will be vacated during construction, but south wing shall be in full operation. Contractor shall identify all hazards during the design phase that may have an adverse effect on building occupants, equipment, building systems, etc.

in the south wing 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 general scope of the work includes the following:

1. Scope:

a. General Scope: Renovate north section of Bldg. 673 to accommodate C5 noseplug workload. Roof and wall panel work shall be limited to the north section with transitions as required to tie into the south section. Lightning protection work shall be for the entire building. Work requiring utility outages shall be confined to non-standard working times (nights and/or weekends) to prevent disruptions to flash jet operations. Provide all additional work as required for a functional usable facility.

b. Existing Conditions: Bldg. 673 consists of two wings. The north wing is currently used as a warehouse and is the area for renovation. The south wing is currently used as a production area for flash-jet operations. Roof insulation at the north wing has sustained water damage primarily at the eaves and needs to be

UHHZ160050 ___ STATEMENT OF WORK - 01005

removed. Roof panels on the north wing have probably also been damaged

(hidden) as a result.

c. Abatement of Hazardous Materials: No hazardous materials have been identified within the scope of this work.

d. Demolition:

1) Remove existing handicap ramp within the building.

2) Remove existing metal roof, roof accessories, roof insulation and lightning protection for the north wing. Check existing lightning system on the south wing and the entire lightning ground system for compliance, removing any items that require reworking/replacement.

3) Remove north building exterior wall panels, exhaust fan, personnel door and one overhead door. Remove north endwall structure and foundation as required to restructure for new overhead door and personnel door.

4) Remove wall insulation and wall panels for remaining walls on the renovation area (north section of building).

5) Remove existing lighting. Remove existing conductors from air switch to transformer. Remove existing conductors/conduit/switchgear/transformer as required for new service. Remove any conduit/conductors/devices which are not required to remain in place (do not abandon in-place).

6) Remove existing eyewash fountain/shower.

7) Remove sufficient existing floor slab and exterior pavements as required for the installation of new plumbing and sanitary sewer.

8) Remove existing sanitary sewer as required for the ramps.

9) Clean existing structural components in Production Area (base bid).

Protect all existing work to remain from damage.

10) Remove existing pavement on the east side as required to install new

Mechanical Room landing and steps. Removal shall include pavements requiring re-sloping to prevent ponding adjacent to new ramps and steps.

11) Remove existing pavement on the west side of the building sufficient for installation of the new handicap ramp, canopy and north vehicle ramp.

UHHZ160050 ___ STATEMENT OF WORK - 01005

12) Clean and remove paint at existing metal railings at vehicle ramps and all existing bollards adjacent to renovated area (interior and exterior).

Provide smooth surface properly prepared for repainting.

13) Provide all additional work required for demolition of miscellaneous items as shown on the drawings and in conjunction with the overall work scope.

Also note items required for Alternates 1 and 2 as appropriate.

e. New Work:

1) Construct new vehicle ramp on north end of building.

2) Install new concrete handicap ramp with railings and awning on west side.

3) Install new concrete landing, steps and railings on east side of building at

Mechanical Room.

4) Construct new PPE and Personal Locker rooms within the building. New rooms will include heat, cooling, lighting, electrical, plumbing

(w/fixtures), fire alarm (incl. strobes/horns) and fire suppression. Rooms will have lay-in ceiling with cleanable fiberglass panels. Roof of rooms shall be metal purlins with prefinished PBR metal roof panels and trim

(provide flashing for weathertight system). Fire alarm and suppression shall be connected to existing system (requires NICET IV professional for design). Construction shall be properly sealed to allow for required positive and/or negative pressures (see also Section 01020).

5) Install new overhead and underground plumbing as required to service new plumbing fixtures. Patch concrete slab and pavements as required to match existing.

6) Install new metal roof (approx. 6,000 sf), substructure (to match existing south roof slope), roof accessories and insulation. All roof insulation shall have exposed white PSKP scrim. Substructure shall be painted to match existing structural steel.

7) Install new wall panels and insulation on renovated north section of building. All wall insulation shall have exposed white PSKP scrim.

8) Install lightning protection system for the north wing and install new/replacement components on the south wing roof and grounding system for a complete fully compliant system. Install additional grounding components as needed for full code compliance. Installation shall have 3rd party certification.

UHHZ160050 ___ STATEMENT OF WORK - 01005

9) Install new north building exterior endwall and footings to accommodate

OH and personnel doors.

10) Install new overhead coiling door and personnel door on north end of building.

11) Install new electrical service (conductors/conduit/transformer/etc.), power and lighting.

12) Relocate existing sanitary sewer as required for ramps.

13) Install new emergency eyewash/shower. Unit shall be CSA certified to meet ANSI Z358.1 with water and drain connections.

14) Patch and repair all damage to existing pavements, including any re-sloping necessary to prevent ponding adjacent to new ramps and steps

(replace with like material).

15) Provide all additional work required for a complete renovation as shown on the drawings and in conjunction with the overall work scope. Also note items required for Alternates 1 and 2.

G. Bid Schedule and Alternates:

1. General: The alternates below will be applied to the Base Bid and are shown on the

Bid Form. Alternates 1 and 2 are mutually exclusive – only one of the two will be executed (at least one of these is required for a complete project). These alternates apply only to the HVAC for the main Production Area. HVAC requirements for the PPE and

Locker Rooms are included in the Base Bid (units shall be sized to accomplish air pressure requirements of 01020, 9.3.5). Alternates for this project are listed below.

2. Alternate 1- Ventilation and Heat Only: Remove all existing intake louvers, exhaust fan and heaters. Install new exhaust fans with louvers, guards and exterior rain shrouds.

Install new motorized intake louvers interlocked with exhaust fan for ventilation.

Interlock ventilation system with fire alarm system. Ventilation requirements shall be calculated for the new area use requirements (increased capacity, both size and number of units, may be required). Install new radiant heaters.

3. Alternate 2 – Heating and Cooling: Remove all existing intake louvers, exhaust fan and heaters. Install new DX split unit heat pump system with emergency heat strips and associated ductwork/dampers for even distribution. Close openings left from the removal of louvers and exhaust fan with metal wall panels, framing and insulation (provide all required flashings).

H. Project Requirements:

UHHZ160050 ___ STATEMENT OF WORK - 01005

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.

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

UHHZ160050 ___ STATEMENT OF WORK - 01005

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)

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

UHHZ160050 ___ STATEMENT OF WORK - 01005

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

UHHZ160050 ___ STATEMENT OF WORK - 01005

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 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.

UHHZ160050 ___ STATEMENT OF WORK - 01005

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.

1.02 CONTINUED OCCUPANCY:

A. Access: Building 673, north wing is vacated. However, the south wing (flash-jet shop) is occupied and shall remain in full operation during the entire duration of the project. The contractor will be given full access to the project area (north wing).

B. The work area is not in a restricted area.

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.

UHHZ160050 ___ STATEMENT OF WORK - 01005

B. All materials required for this delivery order shall be submitted as required per Section

01300. Form 66, in coordination with the final approved specifications, shall be completed by the

Design/Build A-E and included with the Final Design.

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 (PM) for the contract is David Trescott, 78 CEG/CENMP, 478-926-8838. The government construction inspector for the contract is Don Green, 78 CEG/CENME, 478-926-6960.

PART 2 - PRODUCTS

A. Sole Source Products - No sole source products are required.

B. Design Basis

1. Roof System: MBCI, Double Lok (3” trapezoidal standing seam (mechanically field seamed), double lock).

2. Overhead Coiling (rolling steel service) Door: Overhead Door Co., Model 625.

3. Emergency eyewash/shower: Haws Drench Shower with Face/Eyewash.

4. CMU insulation: Core-Fill 500.

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.

UHHZ160050 ___ STATEMENT OF WORK - 01005

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 >>>>>

UHHZ160050 (DESIGN-BUILD) CONSTRUCTION PERFORMANCE

REQUIREMENTS - 01020

(DESIGN-BUILD) CONSTRUCTION PERFORMANCE REQUIREMENTS

01020 - 1 of 23

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, latest version. Use latest versions of all referenced UFC’s, UFGS specification sections, codes and other applicable criteria.

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.

The contractor shall prepare complete construction documents for all work to be constructed in conformance with these drawings and specifications. Materials and equipment shall be limited to those specified except that where no specific material and equipment is specified or no basis of design is identified, the Contractor shall use materials and equipment in accordance with Robins Air Force Base Facility Standards (BFS), Unified Facilities Criteria (UFC), Air Force Instructions (AFI) and those identified in the standard unedited Unified Facilities Guide Specifications (UFGS). If specific materials are not identified in any of the above criteria, then the Contractor will use materials accepted within the construction industry and in compliance with these drawings and specifications.

01020 - 2 of 23

Materials selected shall be of high quality, durable and easily maintained. The Contractor shall be responsible for the professional quality, code compliance, technical accuracy, and coordination of all designs, drawings, specifications, and other documents or publications upon which the designs and construction are based. All Design Drawings, specifications and calculations shall be prepared and stamped by a registered Architect/professional engineer in the State of GA.

Existing drawings will be provided for the existing building. Contractor shall be responsible for verifying all existing conditions and dimensions, and for providing all elements required for a complete project.

4. SPACE REQUIREMENTS

4.1. General

Industrial type personnel will occupy the facility. The intent of the design is to provide an industrial area required to support the C5 nose plug maintenance activities. These activities include general maintenance space, sanding booth and personal protective equipment (PPE) area. Support services (i.e.

breakroom, restrooms, etc.) are located within the southern section of the facility and are considered as sufficient without modification.

The contractor’s A-E (designer of record) is responsible for conducting a complete analysis of the design using all applicable life safety and building codes, UFCs and other applicable requirements referenced in this RFP in order to provide a fully code and regulation compliant final design. All additional elements for compliance with the applicable codes (i.e. egress requirements, fire rated walls, etc.) shall be considered as included within this contract. The A-E shall be solely responsible for interpreting the applicable requirements and providing a code compliant final design.

4.2. Approximately 5 personnel will occupy this section of the facility. Total occupancy is 8 personnel for the facility.

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

Due to the limited sitework scope of this project, no site surveys have been performed beyond the information provided on the as-built drawings and Geobase drawings provided with this RFP. The contractor will review these documents and visually inspect the site to determine the existing conditions affecting this project. The proposal shall include all work necessary to perform the work outlined herein accommodating the existing conditions.

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During the design phase, contractor shall perform, at a minimum, the site surveys listed below:

Subsurface Utility Exploration: Subsurface exploration shall involve, at a minimum, electromagnetic detection, ground penetrating radar (GPR) and potholing to determine both vertical elevation and horizontal location of utilities. Locations shall correspond with the geospatial requirements of the Robins GeoBase office.

Geotechnical soil borings to determine structural soil capacity and presence of soil contaminates.

Confirmation of all existing conditions and dimensions, and incorporating adjustments as necessary into the design.

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 - Omitted

5.3. Pavement Design

Concrete and bituminous pavement design will be as required for the installation of the new ramps and repair of existing bituminous pavement affected by the work. Existing paved roads and parking areas will be utilized for this project and will be repaired and/or replaced as required if damaged during construction.

5.4. Removal and Disposal

There are no approved waste areas within the limits of Robins Air Force Base. All waste, except for scrap metal, 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.

5.4.2. Scrap Metal

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All scrap metal shall be recycled thru the base recycling center. Contact John Carter (475-283-6542) for more information and to arrange for pick-up/drop-off /roll-offs.

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

If approved by the Contracting Officer, the Contractor will be allowed limited space to put an office and/or storage trailer for this contract. The location will be as identified by the Technical Representative within 5 miles of project site. Items for this contract stored for the project on Base are the responsibility of the Contractor. Replace all such items stolen, vandalized, damaged, or otherwise unusable at no additional cost to the Government. Site shall be kept clean and orderly.

5.7. Haul Route

See Drawings.

5.8. Grading

A digging permit from the Base is required prior to any excavation operations. Re-grading is required to the extent necessary to prevent ponding of water due to the installation of the ramps and equipment pad.

Any 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

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

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 locations of the existing underground utilities as shown on the base utility map are not accurate, so if the project involves any exterior work on utilities or structures, include the following requirement on the design/shop drawings:

“ 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”.

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5.10.1. Water Distribution System – Omitted. Water supply/plumbing for new fixtures will be connected to the existing domestic water system within the building.

5.10.2. Sanitary Sewer System

The existing sanitary system currently extends to a manhole in the area to receive the new ramp.

Relocate the existing sewer line with new manhole(s) and cleanout(s) as required to bypass the area under the existing and new ramps. Remove/fill/permanently seal sanitary sewer section as required to install the new ramp.

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 maximum length of building sewer without a manhole is 100 feet.

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-foot line. The cleanouts shall be of the two-way type, which allows cleaning in either direction.

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.

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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, Omitted

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, Omitted

5.13.2. Storm Drainage, Omitted

5.13.3. Sanitary Sewer

a. Sanitary Sewer (average and peak flows demands and velocities)

b. Profiles

6. GEOTECHNICAL DESIGN

Geotechnical Soil Borings: Provide a minimum of 1 soil boring to determine the existing soil structural characteristics for the ramp addition (north side of building). Structural characteristics shall include structural testing and recommended design criteria. Provide soil borings by a geotechnical engineer registered in the State of Georgia.

(DESIGN-BUILD) CONSTRUCTION PERFORMANCE REQUIREMENTS

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7. ARCHITECTURAL DESIGN

7.1. Scope and Objectives

Renovate north section of Bldg. 673 (approx. 6,000 square feet) for use as maintenance area for C5 noseplug operations. Major architectural components for this project are shown on the attached drawings, included within Section 01005 and as stated below.

Exterior metal building roof and wall replacement outlined below shall be designed by an engineer registered in the state of Georgia. Design shall be in accordance with the American Institute of Steel Construction, IBC 2015, ASCE 7-10 and MBMA requirements. Ultimate wind speed shall be set as Category IV (per UFC 3-301-01, minimum 120 mph) and Exposure C (ASCE 7-10) . Manufacturer shall have IAS AC472 accreditation through MBMA. All components for wall and roof shall be provided by a single source (one manufacturer) and shall be in accordance with warranty requirements.

7.2. Exterior Construction

7.2.1. Exterior Walls

Existing exterior wall consists of metal building wall panels over girts and insulation. Remove existing metal wall panels, personnel door, northwest overhead door and exhaust fan on the north endwall of the building. Restructure existing endwall to meet new opening configuration (structural steel and foundations). Install new prefinished metal wall panels, trim, flashings, etc. to match existing. Wall panels shall be PBR with major ribs at 12” o.c., minimum 1 ¼” high. Finish on exposed wall panels and trim shall be Kynar 500 or Hylar 5000 polyvinylidene fluoride (PVDF) factory finish with a 20 year NDL material warranty. Provide new wall insulation, R=19 with white scrim, type PSKP, basis of design – Lamtec WMP50. All seams shall be taped (stapling not allowed). All components shall be provided by same manufacturer as roof.

On remainder of exterior building walls within the production area, remove existing wall panels and insulation. Install new metal PBR wall panels. Install new wall insulation as required for a total R = 19.

Scrim on new insulation facing the interior shall be type PSKP, basis of design - Lamtec WMP50.

Scrim shall be completely sealed on all edges and around all penetrations for a continuous vapor barrier.

All seams shall be taped (stapling not allowed).

On exterior walls, existing structural framing members are required to be cleaned to remove existing dirt and mildew. Cleaning/pressure washing shall be performed as to not damage existing paint coatings or equipment to remain.

7.2.2. Windows, Omitted

7.2.3. Roof

Remove existing standing seam metal roof and insulation over the 6,000 sf renovated area, and any associated flashing. Protect all existing components scheduled to remain (i.e. electrical equipment, fire

(DESIGN-BUILD) CONSTRUCTION PERFORMANCE REQUIREMENTS

01020 - 8 of 23 alarm, etc.) from damage. Install new sub-structural as required to match the roof slope of the south building section. Install new insulation, minimum R=30, with PSKP scrim, basis of design – Lamtec WMP50. All seams shall be taped (stapling not allowed). Install insulation such that a maximum of 6” (or less per roof manufacturer’s recommendations) is compressed between the roofing panels and substructure. Provide roof expansion/transition joint between new and existing roof to remain. Roof finish and color shall be in accordance with the ROBINS AFB BASE FACILITY STANDARD. Roof system shall be minimum 24 gauge industrial metal roof with 3” minimum height trapezoidal mechanically seamed standing seam roof panels, 360° mechanical seam shall be seamed onsite (90°/180°/270° seams not allowed) with maximum panel width of 24 inches. Install system with thermal insulation blocks. 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. New metal roofing shall be designed and installed in a manner that 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). Fabrication length shall be as required to extend over new wall panels. All roof components (including flashing, trim, penetrations and insulation) shall be provided by the roof manufacturer in accordance with the warranty requirements.

New roof system shall be provided in accordance with the provisions of UFGS 07 61 14.00 20 Steel Standing Seam Roofing, UFC 3-110-03 (special emphasis on Appendix D for inspections) and the BFS.

All required warranties shall be single source from the roof manufacturer. Roof system warranty shall be a true 20 year single source NDL (no dollar limit) covering materials and labor (limit to original purchase price will not be allowed). Warranty shall cover weather-tightness, design wind speeds, and finish of the roofing and flashing components. Sample of warranty, along with manufacturer's certification for the installer, will be submitted with the material submittal for approval. A certified roof installer (certified by the manufacturer of the roof system) shall be on-site at all times while roof system is being installed. Prior to acceptance, the manufacturer shall perform the necessary roof inspections (minimum 1 within 3 days of starting roof construction, 1 intermediate and 1 after completion) as required to determine that installation is per the manufacturer’s instructions (written reports are required) and issue a letter (with final inspection report) to that effect. COR must be present during final inspection (provide minimum 3 working day notification). Roof shall not be accepted without this letter. Warranty will not include the following exclusions:

a. Wind uplift different from the design (per IBC 2015/ASCE 7- 10).

b. Workmanship or exclusion of manufacturer during the installer’s warranty.

c. Manufacturers’ warranties that require periodic inspections or repairs at the Government’s expense to maintain the warranty are not permitted..

d. Exclusions will not conflict with the warranty requirements listed in UFC 3-110-03, Appendix

D.

Repairs that become necessary because of defective materials and workmanship while roofing is under warranty shall be performed within 7 days after notification, unless additional time is approved by the Contracting Officer. Failure to perform repairs within the specified period of time will constitute grounds for having the repairs performed by others and the cost billed to the manufacturer.

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Existing structural roof framing members are required to be cleaned to remove existing dirt and mildew.

Protect all existing components scheduled to remain (i.e. electrical equipment, fire alarm, etc.) from damage during cleaning operations. Cleaning/pressure washing shall be performed as to not damage existing paint coatings or equipment.

7.2.4. Gutters and Downspouts

Gutters and downspouts will not be required due to the large number of trees on the east side.