FGWB_08-0003BC_SOW__25_FEBRUARY_2016.pdf

STATEMENT OF WORK

DESIGN-BUILD

ADDITION, TRANSIENT PARKING AT THROAT OF

TAXIWAY C, FACILITY 2048 AND REPAIR ASPHALT

PAVEMENT AT 746, 747 AND 904

Solicitation Number:

FA6703-16-R------

Base Project Number: FGWB 08-0003B/C

Performance Period: 180-days

25 February 2016

1.0. INTRODUCTION: In accordance with DESIGN-BUILD (D-B) statement of work, the Contractor shall be capable of addressing and interpreting all aspects of Unified Facilities Guide Specifications (UFGS) regarding this requirement. The Contractor shall complete the design in sufficient detail to satisfy conditions within paragraph 4.1 and enable construction operations inclusive of inspection validations and warranty mandates.

2.0. PURPOSE: Under this contract the 94th Mission Support Group/Civil Engineering (94 MSG/CE) will use the D-B process to design and construct project FGWB 08-0003B, Addtion, Transient Parking at Throat of Taxiway C, Facility 2048 and FGWB 08-0003C Repair Aspalt Pavement at 746, 747 and 904 at Dobbins ARB, Georgia. The Contractor is the Architect- Engineer of Record and will development plans and specifications in the form of site plans, diagrams, schematics and project specific specifications using the specifications provided and the Unified Facility Guide Specifications (UFGS). UFGS can be obtained via www.wbdg.org. The Contractor may acquire singular or multiple Notice(s) to Proceed (NTP) based upon acceptance and accreditation of the level of design documents associated with the appropriate area of work. The completion of the construction documents will require the approval of at minimum two submittals.

2.1. PROJECT INFORMATION:

2.2. Project Numbers/Titles: FGWB 08-0003B/C, Addition, Transient Parking at Throat of Taxiway C, Facility 2048 and Repair Asphalt at 746, 747 and 904

2.3. Project Location: Dobbins ARB, Georgia.

2.4. Project Description: This project is a design-build contract. The Contractor shall provide all labor, materials, and equipment to install, construct, and complete the work planned in accordance with this Statement of Work.

2.4.1. The Contractor shall prepare and complete construction documents consisting of contract drawings, technical MS Word specifications edited from Unified Facilities Guide Specifications (UFGS) latest issued, design analysis and cost estimate(AF 3052) at Dobbins ARB, Georgia.

2.5. Type of Services: The Contractor shall provide Type A & B services:

2.5.1. Type A: These services involve field investigations and surveys (topographic, geotechnical, etc.); similar fact finding surveys of the site essential to proper design; prepare reports and similar services not involved in the preparation of designs, plans, drawings, and specifications.

2..5.2. Type B: These services include those items normally furnished by an A-E in the actual preparation of the design documents (plans, drawings, estimates, specifications, submittal register etc.) and include visual inspection of the site or facility for familiarization with scope, general conditions, and coordination with using activities.

3.0. SCOPE

3.1. Background and Concept:

3.1.1. Requirement: Project FGWB 08-0003B/C is the Design-Build of an expansion on the Transient Apron, and will also repair the asphalt pavement in front of hanger 746 and 747, the area adjacent to the training aides and the pavement at AGE maintennance facility building 904. The contractor shall provide all management, engineering, design, AutoCAD design drawings, AutoCAD As-Built drawings, specifications, programming, work phasing, scheduling, plans, tools, supplies, equipment, and labor necessary to complete project FGWB 08-0003B/C on Dobbins ARB, Georgia. The work shall be provided in accordance with applicable codes, regulatory guidance, International Building Codes, Department of Defense UFCs, and Air Force ETLs. Construction on the airfield will require a Construction Waiver and a FAA waiver from the FAA. Both waivers estimate 45 day approval period. The Government will assist in obtaining the waivers but it is the contractor’s responsibility to provide the required information and to schedule accordingly. Dobbins ARB latest structural evaluation for this area will be provided.

3.1.2. Design-Build: D-B has two Phases; the Design Phase and the Construction Phase. This project will require that both phases for each project be identified as such in the cost estimates, schedules, and progress reports.

3.1.2.1. Design: For any changes made to project information in the form of site plans, specification and other construction information, the Contractor shall be solely responsible for the survey verification and validation, coordination of existing conditions in parallel with proposed requirements, above and below-grade condition assessment, and budget verification that pertains to those changes. Prior to beginning onsite construction, the Contractor will initiate the Construction Phase by completing project working drawings and the various plans and schedules, including a construction schedule. Drawings and specifications shall comply with codes, laws and this statement of work. The Contractor shall be responsible for implementation, coordination, and execution of all regulatory reviews, ensure technical adequacy of the final design, and provide third party quality control of all Phases of the requirement.

3.1.2.1.2. Design Task 1: Site Visit/Kickoff: The Contractor shall perform a site visit, survey, and soil test to gather data.

3.1.2.1.4. Design Task 3: Design stages; 65%, and Final design: Contractor shall allow 14 calendar days review period between each design phase for government review.

3.1.2.1.4.1. At each design stage, design review comments shall be obtained and recorded by Contractor from all individuals. For Phase I, 65% design, Contractor shall utilize site visit information and Statement of Work to produce 65% design. The 65% shall consist of initial half-size drawings with placeholders for additional drawings or details to be added; a list of intended specification titles; a draft construction statement of work; identify critical phases of the construction, and the design analysis. Contractor shall note and make corrections/changes identified in the 65% Design meeting.

3.1.2.1.3. Design Task 2: Contractor shall utilize the site visit assessment findings and verification to produce design drawings, design analysis, specifications, cost estimates, and work plans.

3.1.2.1.1. NOT USED

1232123407C Typewritten Text

1232123407C Typewritten Text

3.1.2.1.4.2. Upon government acceptance of 65% design, the Contractor shall proceed with Phase II Final Design. For Phase II, Final Design Contractor shall complete design to the appropriate status. The Final Design package shall include any added or altered design analysis, fully edited specifications (unedited specifications shall be rejected without further review), a construction material submittal register (ref. AF66), demolition & grading plan (see paragraph 5.6.), and drawings. Drawings shall include electrical and structural plans and details. Contractor shall prepare and complete specifications for proposed work and drawings. Drawings shall be Engineer stamped, dated, and signed.

3.1.2.3. Design Documents: The text for delivered documents shall be prepared on standard letter size paper (8.5" x 11"). Attachments shall be fully identified, referenced in the text and folded to conform to the size paper used in the report. All documents will be produced both electronically and hard copy and will become property of the U.S. Air Force upon completion of the design. The Contractor shall also deliver copies of any specifications, reports, etc. using Microsoft Office on compatible program media version to the Contracting Officer. The Contractor shall deliver copies of drawings using AutoCAD, latest edition, format. The Contractor will only be required to deliver no more than four (4) hard copies of the reports and document for each design Phase to the Contracting Officer and provide three (3) CDs.

3.1.2.4. Construction: Upon the written government approval of the Final Design plans and specifications, the Contractor may commence onsite construction activities.. See paragraph 5.6 for Construction Phase tasks.

NOTE: Contractor may begin demolition and grading after government approval of contractor’s submitted demolition and grading plan and prior to submission of Final Design.

3.1.2.4.1. On-Site Field Oversight: The Contractor shall provide the manpower, equipment, material, services, and transportation necessary to ensure oversight services throughout accomplishment of this design/build task order. The contractor shall have an authorized representative with decision making authority at the site at all times when there are workers on site or when deliveries are to be received. The representative shall be designated as such to and approved by the Government contracting officer representative. The contractor will also be required to have third party quality assurance representative onsite during major construction activities. The Government will provide on-going surveillance and submittal approval commendations. The designated representative of the Government will report all findings to the

CO.

3.1.2.4.2. Pre-Final Inspection: The Contractor shall conduct a pre-final walk-through inspection and publish the pre-final inspection findings in a Pre-Final inspection report. CE and CO should be present at pre-final inspection. The Contractor shall include a draft DD Form 1354, Transfer and Acceptance of Real Property to the Base Civil Engineer (BCE) for review.

3.1.2.4.3. Final Inspection: The Contractor shall conduct a final inspection and publish the findings in a Final Inspection Report. The inspection shall concentrate on the items identified at the pre-final inspection and recorded in the pre-final report. The final inspection report shall also certify that all items of the design have been implemented and that the construction is complete. The final inspection report shall also include as-built drawings and specifications

3.1.2.2. NOT USED

1232123407C Highlight

1232123407C Typewritten Text

1232123407C Typewritten Text

1232123407C Typewritten Text

1232123407C Typewritten Text verifying that all development standards have been met. At the final inspection, the Contractor shall present a completed DD Form 1354, Transfer and Acceptance of Real Property to the (BCE) for signature and acceptance.

3.1.2.4.4. Delivery/Warranty: Following final inspection, the Contractor shall deliver to the Government the as-built drawings in AutoCad 2015 and PDF format. The warranty shall be issued in accordance with FAR 52.246-21. Extended warranties offered by the Contractor and its subcontractors or suppliers may be accepted by the Government at its discretion.

3.2. Applicable Documents: The Contractor shall identify and comply with all applicable federal, state, and local statutes; Air Force/Military Instructions, manuals, handbooks, regulations, guidance, and policy letters; Executive Orders (ESO); National Fire Protection (NFPA); Engineering Technical Letters (ETL); American Disability Act (ADA); as applicable the Unified Facilities Criteria (UFC),Unified Facility Guide Specifications (UFGS), and in SOW including all changes and amendments in effect on the date of issuance of this contract. In addition, the Contractor shall refer to the current version of the USAF Project Manager’s Guide for Design and Construction, and Guidance for Contract Deliverables (GCD)-current version, Dobbins Specifications Section: 010101, General Requirements, 01300, Submittals, 01560, Environmental, and Design Guide.

4.0. STATEMENT OF WORK

4.1. Design: The contractor shall submit the following design submittals for FGWB 08-0003 B/C: a 65% which includes AutoCAD drawings and applicable specifications sections and a Final Design which includes AutoCAD drawings and specifications sections. Government shall review and approve each design submittal. The Contractor shall submit 3 hard copies and 3 CDs in AutoCAD, latest edition for each Phase of the design. The estiamted cost of construction for FGWB 08-0003B/C is between $0000 and $0000 Government will review all design submittals and return comments no later than 14-calendar days after submission.

4.1.1. Architectural: N/A

4.1.2. Structural Interior Design (SID): N/A

4.1.3. Civil/Structural:

• Contractor shall provide civil and structural design by a licensed professional engineer.

Pavement design shall be rigid (concrete) pavement design in accordance with UFC 3- 260-02 for Air Force medium load airfield and Type A traffic area.

• Contractor shall use Unified Facility Guide Specifications (UFGS) to generate project specific specification related to this project.

• For proposal purpose ONLY, the thickness should be estimated as 12 inches of unreinforced concrete over 12 inches of aggregate base with a drainage layer.

• Design strength shall be based on the third point flexural beam test (ASTM C78) Reference UFC 3-260-02. For proposal purposes specify 650 psi Flexural.

• Concrete connections to existing pavement will be per UFC 3-260-02 details.

• Doweled joints will be in accordance UFC 3-260-02.

• Thickened-edge joints will be considered based on design and existing conditions.

• Expansion joints are required per UFC 3-260-02.

• Joint sealant shall be cold applied or compression seals per UFC 3-260-02, UFC 3-250-

08 and ETL 02-8

• Odd shaped slabs shall be reinforced per UFC 3-260-02 requirements.

• Partial depth repairs due to construction activities will not be allowed. Minimum 3 ft x 3 ft full depth repairs will be required for any construction related damage to existing pavement.

• Proposed slab size will be in accordance with UFC 3-260-02 and also will be required to match existing joint lines. (Reference Ch 12 para 12

• If joints cannot be lined up then the new slab shall be reinforced to prevent the existing joint from continuing into the new concrete.

• The asphalt shoulder will be designed and constructed for fire truck and fuel truck loads per UFC 3-260-02 and match existing shoulder width

• Add joint sealer between concrete and asphalt butt joint per UFC 3-260-02.

• Entire pervious infield shall be re-graded to match the new edge of pavement.

• Establish disturbed infield with Sod.

• Existing storm structures shall be relocated and replaced to drain this area based on the proposed expansion design.

• Disposal of excavated material on site will not be allowed.

• Concrete washout box required or construct washout site per attached detail.

• Material shall be taken off base to an approved landfill and/or recycled per Dobbins

01560 specification.

• Recycled material used for construction will not be allowed on this project.

4.1.4. Exterior Improvements, Drainage and Grading:

• Contractor shall provide drainage design by registered professional engineer for the pavement addition and ensure the existing storm system is adequate.

• All civil drawings, specifications, and design analysis shall bear the signed seal of the engineer.

• All disturbed airfield markings and signage shall be replaced.

• Existing taxiway centerlines and control movement areas markings will be removed

100% and relocated based on expansion per ETL 04-2

4.1.5. Mechanical: N/A

4.1.6. Plumbing: N/A

4.1.7. Electrical:

• The existing lighting on the shoulder will be removed and then replaced in the new shoulder adjacent to the expansion. Locations of new lights will be in accordance with UFC 3-260-01 and all referenced publications regarding airfield lighting identified in UFC 3-260-01. Lights and associated shall match existing manufacturer and model.

Contractor will not be allowed to use existing cnductors or light cans.

4.1.8. Fire Sprinkler Analysis: N/A

4.1.9. Fire Code Analysis: N/A

4.2. Construction: The Contractor shall construct IAW approved drawings and specifications.

NOTE: Contractor shall not order any equipment or materials and shall not begin any phase of new construction until Government approves in writing the Final Design submittal. Contractor may start demolition and exterior grading work prior to final design after government approval of contractor demolition plan.

4.3. Demolition: Demolition and disposal off base shall be provided by the contractor in accordance with (IAW) 01560 specification and all applicable Federal, Local, and Georgia codes and laws. Contractor shall submit demolition work plan to the government for review and approval prior to starting demolition.

5.0. ADMINISTRATIVE:

5.1. Contract Changes/Modifications: Notwithstanding any of the provisions of this contract, the CO will be the only individual authorized to in any way amend or modify the terms of this contract.

5.2. Performance Period: The performance period for this statement of work is 180 calendar days for the contract. The Contractor shall begin work as described in the scope of work within 10 days of notice to proceed (NTP). All meetings and progress reports are due in a timely fashion and will begin no later than 30 days after receipt of NTP. All work, including any punch list items, must be completed no later than 270 calendar days after receipt of NTP. No construction work shall begin prior to government written approval of plans and specifications.

5.3. Post Award Meeting/Teleconference, Progress Meetings & Design Integration Meetings: After the issuance of a contract, the Contractor shall attend meetings at project site, Dobbins ARB, Georgia. The purpose of these meetings includes, but is not limited to contract discussions, progress reviews, project scoping, planning, design reviews, project status, and the general exchange of information concerning current and future activities. All design meetings shall be held at Dobbins ARB. The Contractor shall coordinate each meeting with the Contracting Officer.

5.4. Meeting Minutes: The Contractor shall prepare all meeting minutes not later than 5 business days after the meeting for CO/CE approval, publish the minutes after approval, track all action items assigned, and shall document all items discussed at a meeting as well as a meeting’s attendees. Minutes shall be sent by email to each individual in section 5.5.

5.5. Design Deliverables:

POC/OFFICE SYMBOL

Design Deliverables/Submittals

# of copies 35% 65% 95% Final

Jacob Kenneth

94 CONF/LGC

1538 Atlantic Ave. Bldg. 812 Dobbins ARB, GA 30069 n/a x n/a x 3 hardcopies, 2 CD

Joe Ballard

HQ AFRC/A7PM

255 Richard Ray Blvd Robins AFB, GA 31098-1635 n/a x n/a x 1 hardcopy, 1 CD

5.6. Construction Deliverables:

Deliverable

Copies

Frequency

A

FR

C P

O C

C on tra ct in g

O ff ic er

Production or Delivery Problem Report 1 2 Same day as problem Demolition Plan 1 2 Prior to Construction Grading Plan 1 2 Prior to Construction

Health and Safety Plan 1 2 30 days after Construction

NTP

Construction Quality Control Plan 1 2 30 days after Construction

NTP

As-built Drawings 1 2 30 days after final inspection

Material Approval (AF Form 3000) 1 2 30 days after approved Final Design

Incidental Design Documents (AF Form 3000) 1 2 As needed O & M Manuals (AF Form 3000) (hard copy) 0 3 At final inspection

Contract Progress Schedule (AF Form 3064) 1 2 Within 10 days of award;

monthly after construction start (if electronic, 1-copy)

Contract Progress Report (AF Form 3065) 1 1 Monthly

Meeting Minutes 1 1 As needed, 2 business days after meeting

Pre-final Inspection Report 1 2 5 days before Final inspection

Final Inspection Report 1 2 15 days after Final inspection

Draft Transfer & Acceptance of Military Real Property (DD 1354) 0 1 At Pre-final inspection (as needed) Transfer & Acceptance of Military Real Property (DD 1354) 0 2 At Final inspection (as needed)

5.7. Base Regulations: Contractor shall conform to all base regulations and directives pertaining to security, safety, fire, traffic and personnel clearance, insofar as they pertain to the Contractor’s activities on Dobbins ARB, Georgia. The Contractor shall ensure conformance by all employees.