Attachment_1_-_SOW_-_Construct_Pad_for_AGE_Org_Tank _RVKQ_16-0628_dated_15_April_2015.pdf

Statement of Work 15 April 2014

RVKQ 16-0628

15 April 2014 Page 1

Scope of Work

Project # RVKQ 16‐0628

A Design‐Build Project

“Construct Pad For AGE Organizational Tank, Niagara Falls ARS, NY”

1.0 INTRODUCTION:

The Government is issuing this contract to transition from concept definition to design-build services. The Contractor shall be capable of addressing and interpreting all aspects of Unified Facility Guide Specifications (UFGS) regarding this Contract. In accordance with paragraph 3.2.2.1 the Contractor shall complete the design in sufficient detail to satisfy conditions within paragraph 3.2.2.2 and enable construction operations inclusive of inspection validations and warranty mandates.

2.0 PURPOSE:

Under this contract the 914 Mission Support Group Civil Engineers (914 MSG/CE) will use the D-B process to design and construct project RVKQ 16-0628, “CONSTRUCT PAD FOR AGE ORGANIZATIONAL TANK” at NIAGARA FALLS ARS, NY. The Contractor is the Architect-Engineer of Record for any changes to the existing design and shall continue development and refinement of plans and specifications provided by the Air Force in the form of site plans, diagrams, schematics and generic specifications. 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 three submittals.

2.1 Project Information:

2.1.1 Project Number/Title: RVKQ 16-0628 / CONSTRUCT PAD FOR AGE

ORGANIZATIONAL TANK

2.1.2 Project Location: NIAGARA FALLS ARS, NY

2.1.3 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.

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2.1.3.1 Types of Services: The Contractor shall provide type A and B services to prepare and complete construction documents consisting of contract drawings, technical MS Word specifications edited from UFGS guide specifications issued on 4/19/06 or latest, design analysis and cost break down (Ref; AF 3052) at NIAGARA FALLS ARS, NY.

Type A 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. Type B services include those items normally furnished by A-E in the actual preparation of 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.

2.1.3.2 SOW for Design:

Attachment 1 to this Statement of Work provides sufficient detail regarding the project overview and requirements.

The Contractor shall provide 35%, 95%, and Final Design (100%) drawings and specifications to comprehensively address each aspect of the project identified in the section below. The Contractor shall submit a package for each phase of the design. The contractor will submit four (4) hard copies and 4 discs with each submission. The hard copies will illustrate the design plans and specifications in sufficient detail. The discs will contain design plans in both AutoCAD 2013 and PDF format, as well as design specifications in MS Word and PDF format.

2.1.3.3 SOW for Construction:

The Contractor shall construct all project elements IAW approved drawings and specifications.

3.0 SCOPE

3.1 Management Objectives:

3.1.1 Site Survey: The Contractor shall perform site survey to confirm information pertaining to the project under this contract and shall provide all plans, labor, equipment, and materials necessary to support all work under this contract. The Contractor as the Architect-Engineer of Record for any changes to the existing design shall complete development of plans and specifications in accordance with defined levels of effort necessary to construct the project and provide as-built drawings (both electronically, in AutoCAD 2013 and PDF formats, and in hard copy) for retention by the Government.

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3.1.2 Base Regulations: Contractor shall conform to all base regulations and directives pertaining to security, safety, fire, traffic, and personnel clearance, in so far as they pertain to the Contractors activities on NIAGARA FALLS ARS, NY.

The Contractor shall ensure conformance by all employees.

3.2 Background and Concept:

3.2.1 Requirement: See Attachment 1

3.2.2 Design-Build: D-B has two phases; the Design Phase and the Construction Phase.

3.2.2.1 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 quality control of all Phases of the contract.

Design Task 1: Site Visit/Kickoff: The Contractor shall perform a site visit to gather data. See Attachment 1 for additional details.

Design Task 2: Contractor shall utilize the site visit assessment findings and verification to produce design drawings, specifications, and work plan for all items as outlined in Attachment 1.

Design Task 3: (Design stages; 35%, 95%, and Final Design): Contractor shall allow 5 business days between each design phase for government review. At each design stage, design review comments shall be obtained and recorded by Contractor from all individuals.

For Phase I, 35% design, Contractor shall utilize information and Statement of Work to produce 35% design. The 35% design shall consist of draft outline; specifications, construction statement of work, drawings, electrical, mechanical and structural details and identify critical phases of the construction. The 35% design shall also include a draft Stormwater Pollution Prevention Plan (SWPPP) and Certificate of Applicability/Non-

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Applicability of EISA 2007 Section 438 (See Attachment 1). Contractor shall prepare and complete specifications for proposed work accompanied by half-size drawings. Contractor shall note and make corrections/changes identified in the 35% Design meeting.

Upon government acceptance of 35% design, the Contractor shall proceed with Phase II 95% design. For Phase II, 95%, Contractor shall complete design to the appropriate status. The 95% Design package shall include any added or altered design analysis, fully edited specifications, a construction material submittal register, demolition and grading plan, and drawings.

Upon government acceptance of 95%, the Contractor shall proceed with Phase III Final Design. Only minor changes shall be made at the Final design stage. For Phase III, Final Design, the Contractor shall provide a 100% design package consisting of all drawings and design package documents, to include specifications with all identified changes completed. Drawings shall be New York State Professional Engineer stamped, dated, and signed.

3.2.2.1.1 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 (MS Word & PDF) 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 base POC. The Contractor shall deliver copies of drawings using AutoCAD 2013 and PDF formats. The Contractor will provide four

(4) sets of hard copies and four (4) discs, containing all documentation, drawings, and specifications, for each design Phase, to the Base POC.

3.2.2.2 Construction: Upon the approval of the Final Design plans and specifications, the local contracting officer will issue a Construction Notice to Proceed (CNTP). At this point, the Contractor may commence onsite construction activities. During the Construction Phase, construction, and the delivery and warranting of the project/facility take place. See paragraph 6.5.2 for Construction Phase tasks.

3.2.2.2.1 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 contract. The Government will provide ongoing surveillance and submittal approval recommendations. The designated

15 April 2014 Page 5 representative of the Government will report all findings to the Contracting Officer (CO).

3.2.2.2.2 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. The Contractor shall include all O&M manuals, operating instructions, and test reports for review. The Contractor shall provide training to base personnel by manufacturer’s representatives, as required.

3.2.2.2.3 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 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 Base Civil Engineer (BCE) for signature and acceptance.

3.2.2.2.4 Delivery/Warranty: The Contractor shall complete all inspection and commissioning requirements prior to final inspection. Following final inspection, the Contractor shall deliver to the Government the as-built drawings in the format and media as required by the contract. 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.

4.0 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); as applicable the Unified Facility Criteria (UFC) and 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.

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5.0 ADMINISTRATIVE:

5.1 Meetings, Conferences, Site Visits:

5.1.1 Post Award Meeting/Teleconference, Progress Meetings & Design Integration Meetings: After the issuance of a contract, the Contractor shall attend meetings at project site, NIAGARA FALLS ARS, NY. 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 meetings shall be held at 914 MSG/CEC, NIAGARA FALLS ARS, NY. The Contractor shall coordinate each meeting with all individuals listed in section 9.2. Contractor shall schedule Design Phase review meetings within 5 days of receipt of government comments. The Contractor shall record and provide copies of all meeting minutes not later than 2 business days after the meeting. Minutes shall be sent by email to each individual in section 9.2.

5.1.1.1 Meeting #1, Site Visit/kickoff: The Contractor shall coordinate the site visit to be held at NIAGARA FALLS ARS, NY with all parties identified in section 9.2 of this SOW within 5 business days from award date. Contractor shall collect or request all information necessary (i.e.

drawings, etc.) to accomplish 35% design.

5.1.1.2 Meeting #2, 35% Design: Contractor shall schedule/coordinate 35% design review meeting with all POC’s listed in section 9.2, prior to close of site visit meeting.

5.1.1.3 Meeting #3, 95% Design: Contractor shall coordinate 95% design meeting with all POC’s listed in section 9.2, not later than 5 business days after receipt of 35% design government review comments.

5.1.2 Meeting Minutes: The Contractor shall prepare and publish all meeting minutes following CO/CE approval, track all action items assigned, and shall document all items discussed at meetings as well as a meeting’s attendees.

5.1.3 Base Access: The Contractor shall coordinate with the Contract Officer to gain access to areas of the installation involving this project. The Contractor shall follow all base rules and regulations regarding entry and access to base.

Contractor shall have in possession all applicable identification documents prior to arrival.

5.2 Work Site Requirements:

5.2.1 Safety Requirements: The Contractor shall conduct its operations in accordance with FAR Part 52.236-13 and Alternate 1.

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5.2.2 Storage: The Contractor shall conduct its operations in accordance with FAR Part 52.236-10.

5.2.3 Security: The Contractor shall obtain and monitor security badges used by its own staff and Subcontractors during the duration of this contract.

6.0 GENERAL TASKINGS:

6.1 Concept Definition/Design: See Attachment 1.

6.2 Technical Services: The Contractor is the “Architect-Engineer of Record” for any changes made to the existing design and, as such, will sign and seal all completed design documents and any designs for modifications. The Contractor is accountable for all aspects of the completed design under Federal, Department of Defense, Air Force, State and applicable local laws.

6.3 Quality Control (QC) Oversight: The Contractor shall plan and/or develop QC procedures for the contract and submit for Government approval.

6.4 Design-Build (D-B) Construction: The Contractor shall manage and perform D-

B construction work as defined in the contract. The following are typical D-B construction contract requirements: completion of working drawings, permitting, construction, construction management, scheduling, maintaining construction facilities and temporary controls, environmental protection, and project closeout.

The Contractor is responsible for any errors and omissions resulting from its design. Except for differing site conditions, the Government will not be responsible for any changes resulting from design errors or omissions.

6.5 Contract Deliverables:

6.5.1 Design Deliverables:

DESIGN DELIVERABLES/SUBMITTALS

POC/Office

Symbol

Submittal

35%

95%

Final

Design

# Copies

Andrew Salisbury

914 MSG/CEV

Preliminary Work Plan

X

Environmental

35% Design

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95% Design

100% Design

Final Work Plan

Computer Products:

Submit CADD Files in AutoCAD 2013and PDF, on CD-ROM with index.

Submit Project Specifications, etc., in MS Word and PDF on CD-ROM with index.

6.5.1.1 Government Review: Contractor shall allow 5 business days for government review of all deliverables.

6.5.1.2 Plan Review/Construction Kick-off: The Contractor will coordinate with the Project PM to schedule a design review/kick-off conference at the 914 MSG/CEC, NIAGARA FALLS ARS, NY. All Government comments will be reviewed and design changes discussed and approved. Construction will begin after acceptance and approval of final design.

6.5.1.3 Project Closing Conference: Contractor will provide as-built record drawings for work completed, product specifications, manufacturer’s manuals and warrantee documentation at closing conference to be held at 914 MSG/CEC, NIAGARA FALLS ARS, NY.

This conference will be scheduled by Contractor after punch list items are satisfactorily completed or action plan for completion has been approved by the base.

6.5.2 Construction Deliverables

The Contractor shall provide technical plans and reports as detailed below.

Electronic submittals are preferred.

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Deliverable

Copies Frequency

B as e P

O C

C on tr ac ti ng

O ff ic er

(All days in business days)

Production or Delivery Problem Report 1 1 Same day as problem Health and Safety Plan 1 1 5 days after Construction NTP Construction Quality Control Plan 1 1 5 days after Construction NTP As-built Drawings 2 0 10 days after Final Inspection

Material Approval (AF Form 3000) 0 4 5 days after approved Final Design

Incidental Design Documents (AF Form 3000) 1 1 As needed Draft O & M Manuals (AF Form 3000) (hard copy)

2 0 At Pre-final inspection

O & M Manuals (AF Form 3000) (hard copy) 2 0 At final inspection

Contract Progress Schedule (AF Form 3064) 1 1 Within 5 days of award; 10 days after construction start

Contract Progress Report (AF Form 3065) 1 1 Every 10 day business days

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

Pre-final Inspection Report 1 1 5 days before Final Inspection Final Inspection Report 1 1 10 days after Final Inspection

Draft Transfer & Acceptance of Military Real Property (DD 1354)

2 0 At Pre- Final Inspection (as needed)

Transfer & Acceptance of Military Real Property (DD 1354)

2 0 At Final Inspection (as needed)

6.5.2.1 Progress Review Meetings: During the Construction Phase of the project, the initial Progress Review Meeting will be held within 5 business days of Construction Notice to Proceed. Subsequent meetings will be held at 10 business day intervals for the duration of the project.

6.5.2.2 Contract Progress Schedule (AF Fm 3064): Within 5 days after contract award or at the pre-construction conference, whichever is later, the Contractor shall submit a signed AF Fm 3064, Contract Progress Schedule, depicting an overall contract progress schedule for the main elements of work for the period of performance. The Contractor shall also provide a line graph depicting scheduled construction progress throughout the period of performance. The progress schedule shall be signed by the CE representive recommending approval and approved by the contracting officer. Once submitted, the approved contract progess schedule may only be changed by the CO. Computer generated progress schedules provided

15 April 2014 Page 10 in lieu of AF Fm 3064 will be acceptable based upon CO approval. Once construction begins, the progress schedule shall be updated at least monthly to depict the comparison of actual versus scheduled progress.

Alternative scheduling methods as approved by the Contracting officer may be attached to the Air Force Form 3064.

6.5.2.3 Contract Progress Report (AF Fm 3065): Every 10 business days, in conjunction with Project Progress Review meetings, the Contractor shall submit AF Fm 3065, Contract Progress Report, signed by the Contractor’s on-site representative. The work elements and percentages stated on the AF 3065 shall be identical to the work elements and percentages on the AF 3064. The Contractor shall obtain signed coordination of the report by either the COR or the government contract inspector prior to submission.

6.5.2.4 AF Form 3065: In order to expedite Contractor payment approval, Contractors are encouraged to coordinate monthly AF Forms 3065 with the COR, obtain Government signature, and then attach a .pdf file of the signed AF Form 3065 to the WAWF invoice submission.

7.0 GOVERNMENT FURNISHED MATERIALS AND SUPPORT

7.1 Drawings, Reports and Plans:

a. Facility Record Drawings. (Available for review in BCE Office)

b. Previous Project Drawings (Available for review in BCE Office)

7.2 General Requirements: In conjunction with the project, NIAGARA FALLS

ARS, NY will provide the following support to the Contractors as detailed below.

a. Provide assistance to the Contractor in obtaining existing engineering plans, drawings, etc., to facilitate work required in the Statement of Work (SOW).

b. Arrange for a staging area for storing equipment and supplies. The security of equipment and supplies shall be the Contractor’s responsibility.

c. Arrange for personnel identification badges, vehicle passes and/or entry permits by providing 7 days or more advance written notification. Request must be on or attached to Company Letterhead from the Prime Contractor, and include:

company name, contract number, contractor personnel names, citizenship, date of birth, and duration of access required. Subcontractor requests must also include the name of the Prime Contractor and Prime Contract Number.

d. Arrange access to the work areas. Work will be in a restricted area (flightline).

The Contractor will need to obtain airfield driving privileges for its employees and provide necessary escorts for subcontractors while accessing the airfield. The

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Contractor must coordinate access to the restricted area with Base Security Forces and Airfield Management and adhere to Base procedures.

e. Utilities, as necessary, on a cost reimbursable basis. NFARS will not be held liable for service disruptions.

f. A supply (e.g., fire hydrant and stand pipe) of large quantities of potable water.

g. Assist arranging outages. Interruption of service for HVAC, Power, Lighting, Telephone, Fire Protection, Fire Detection, Water, Sewer, Gas, Roads, and Parking Lots are considered outages. Outages shall be scheduled at least 2 weeks prior to the desired time.

7.3 2,000-Gallon Aboveground JET-A Storage Tank: The 914 AW will be furnishing a 2,000 gallon aboveground storage tank for installation by the contractor under this project. The tank is to be double-walled, saddle-mounted, UL 2048 Fireguard standard, and will have an electric pump/dispenser. The manufacturer and model of tank will be made available to the contractor for basis of design.

8.0 TRAVEL

8.1 Travel Requirements: The Contractor shall travel as required to produce the deliverable items listed in this Statement of Work. Site assessment/research, project discussion meetings and presentations will be held at NIAGARA FALLS ARS, NY.

9.0 CONTRACT ADMINISTRATION

9.1 Contract Amendments: Not withstanding 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.

9.2 Contract POC’s are:

Contracting Office:

Mary Pyle Platts

914 MSG/LGC

236-2215

Project Engineer:

236-3122

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10.0 PERFORMANCE

10.1 Performance Period: The performance period for this statement of work is 120 business days for the contract. The performance period for design phase is 60 business days and the construction phase is 60 business days. (See Period of Performance listing below for details.) The Contractor shall begin construction work as described in the scope of work within 5 business days of construction notice to proceed (NTP). All meetings and progress reports are due in a timely fashion and will begin no later than 10 business days after receipt of NTP. All work, including any punch list items, must be completed no later than 120 business days after receipt of NTP. No construction work shall begin prior to government approval of plans and specifications.

10.2 Progress Review Meetings: During the construction phase, the Contractor shall hold progress review meetings once every 10 business days and shall coordinate these meetings with the Base POC. These meetings will be a review of work performed, issues, schedules, milestones, and current status. The schedule of the progress review meeting may be modified by the Base POC with notification to the Contractor. These meetings will continue until the project is closed out.

10.2.1 Meeting Minutes: All meeting minutes will be taken by the Contractor and distributed to POCs no later than 2 working days following meeting dates.

10.2.2 Schedules: The Contractor shall adhere to all meeting and reporting schedules and acknowledges the authority of the Base POC to reschedule any and all meetings and reports.

Period of Performance

Design Phase (Total 60 business days/12 weeks):

Award Date

35% Design Meeting / Site Visit / Kickoff :

o Within 5 business days of award

35 % Design Phase o 15 business days

35% Design Submittal

35% Design Government Review o 5 business days

95% Design Meeting o Within 5 business days of 35% comments from government

95% Design Phase o 20 business days

95% Design Submittal

95% Design Government Review o 5 business days

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100% Design Phase o 5 business days

100% Design Submittal

Construction Phase (60 business days/12 weeks):

Construction Notice to Proceed (CNTP) Issued

Construction Phase o 60 business days

Total Period of Performance:

120 business days

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Attachment 1 – Project Objective, Description, and Requirement Details

I. Project Objective:

A. The purpose of this project is to construct a concrete foundation slab for a 2,000 gal organizational JET-A fuel tank for the 914 MXS/MXMG Aerospace Ground Equipment shop at Niagara Falls Air Reserve Station (NFARS). The fuel tank is being purchased by the 914th AW and will be government furnished equipment.

The project also involves installation of the fuel tank and required tank appurtenances, utilities, and construction of concrete pavements for equipment fueling and an access road for refueling trucks. The objective of the completed project is to produce a fully functional fueling station for ground support equipment. Detailed requirements are contained in the sections which follow.

B. The scope of this project, detailed in the sections below, is summarized here:

I. Site Requirements II. Construct tank foundation slab

III. Install tank, appurtenances, and required utilities IV. Construct concrete pavements V. Finish site improvements

II. Project Description:

A. Scope of Work

I. Contractor will design and construct to the requirements provided below, with all design specifications IAW applicable building code, Air Force Instruction, and Unified Facilities Criteria. All site conditions will be taken into consideration and all industry standard practices will be utilized in creation of all design drawings and specifications.

B. Overall Project Requirements

I. Site Requirements

A. The proposed site is located south of Building 847, as shown in Attachments 2 and 3. The conceptual layout provided is intended only to convey basic requirements and may not be to scale.

B. Site will require grading, leveling, compaction, and preparation for tank foundation pad and new concrete pavements.

C. Tank must be located a minimum of 50 feet south of the entrance to B-847.

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D. Site Evaluation

I. Contractor must evaluate suitability of proposed site, taking into consideration the facility requirements.

II. If site is deemed unsuitable, alternative sites in vicinity to

B-847 must be proposed / submitted for approval.

E. Demolition

I. Demolish existing pipe bollards (4 ea) and remove existing electric service back to the panel on the exterior of the south wall of B-847, approximately 65 linear feet (LF).

II. Demolish approximately 65’ x 45’ of existing reinforced concrete pavement in vicinity of proposed site for construction of new fueling area and concrete access road.

It is estimated the depth of existing concrete is ten (10”) inches with fourteen (14”) inches of stone base.

II. Tank Foundation Slab

A. The tank foundation pad shall be designed to properly support a

2,000 gal fuel tank (filled to full capacity) and any other appurtenances such as the tank fill connection port, piping, dispenser, fire extinguishers, etc. The pad should also have a minimum of forty-eight (48”) inches by forty-eight (48”) inches of free space to allow for storage of spill supplies. It is anticipated the dimensions of the foundation pad will be approximately fifteen (15’) feet by twenty (20’) feet.

B. Design stone base, concrete slab thickness, and concrete reinforcing. Consult the tank manufacturer for appropriate size and loading requirements. It is anticipated the slab thickness will be a minimum of twelve (12”) inches with a concrete compressive strength of at least 5,000 psi at 28 days.

C. Foundation slab design must evaluate soil conditions and consider effect of frost line. Ensure adequate soil bearing capacity is achieved.

D. Grade, level, and compact subgrade in vicinity of tank foundation pad. Soil surface under foundation slab must be flat. Properly design grading around foundation slab to achieve drainage while minimizing up-slopes and down-slopes.

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E. Stub up conduit through foundation slab for electric service to tank.

III. Install Fuel Tank, Appurtenances, and Utilities

A. Install government furnished 2,000 gal fuel tank on constructed foundation slab. Installed tank must be level.

B. Complete installation of tank appurtenances such as fuel piping, valves, venting, gauges, fill ports, dispenser, emergency shutoff valve, etc. such that the tank is fully functional and in compliance with applicable regulations and industry standards.

C. Color-code fill ports and provide tank labels in accordance with 6

NYCRR 613, NFPA 709, and other applicable regulations.

D. Install vehicle protection bollards around tank, dispenser, and fill ports. Bollards are to be concrete filled steel pipes of minimum 12” diameter, 4’ high, embedded in concrete.

E. Install electric service from the panel on the south exterior of B-

847 to the tank dispenser, estimated approximately 50 linear feet (LF). Consult tank manufacturer for tank electric requirements.

Electric service shall be installed in accordance with NEC and NFPA requirements. Electric devices used with or located within twenty (20’) feet of the tank should conform to NFPA 70 Hazardous Locations. Electric conduit and wiring connected to the tank should be explosion proof and in strict accordance with NEC Class-1, Division 1 or other appropriate standards, whichever is stricter.

F. Provide electrical grounding and bonding for the fuel tank in accordance with all applicable codes, rules, and regulations, including NFPA 780.

G. After installation is completed, inspect and test installed tank for tightness in accordance with one of the following standards:

I. API Standard 650, March 2013 II. API Standard 653, April 2009

III. PEI RP200, 2013 edition IV. STI SP001, September 2001 V. UL 142, December 2006

IV. Construct Concrete Pavements

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A. Demolish 65’ x 45’ existing reinforced concrete pavement for construction of new fueling area and concrete access road. It is estimated the depth of existing concrete is ten (10”) inches with fourteen (14”) inches of stone base.

B. Evaluate the quality of the existing base course. Remove base course as needed for new construction. The remainder of base course shall be re-compacted and leveled in preparation for concrete placement. Concrete and base course testing shall conform to UFGS requirements.

C. Design and construct new jointed reinforced concrete pavements for fueling area and access road for use by R-11 refueler trucks and aerospace ground equipment.

D. Dimension of new fueling area shall at a minimum match the dimensions of existing concrete pavement, approximately 45’ x 65’. See Attachment 3 for proposed conceptual layout.

E. Access road shall be a minimum of 2 lanes, with a width of at least twenty-five (25’) feet. However, Contractor must design new pavements to accommodate one way drive-through access in both directions by R-11 refueler trucks, which have a turning circle of one hundred six (106’) feet and a length of thirty-eight (38’) feet.

F. It is anticipated that approximately 6,500 SF of concrete pavement will be constructed.

G. Design concrete mix, pavement thickness, base course, and pavement reinforcing for loading by R-11 refueler trucks, which have a 6,000 gallon capacity and loaded weight of approximately 68,500 lbs.

I. Fly ash is not to be used in airfield concrete mix. Design transverse and longitudinal dowel bar and tie bar reinforcing.

II. Concrete pavement thickness shall at a minimum match airfield pavement thickness, which is 14” inches thick except for thickened edge sections.

H. Subgrade below new concrete shall be prepared and compacted to ensure settling does not occur after construction. The contractor shall provide a design which accounts for local climate considerations, particularly for frost requirements.

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I. Provide thickened edge sections where new concrete abuts the existing concrete.

J. The maximum panel size permitted is twenty (20’) feet by twenty

(20’) feet. Design panels to match existing joint patterns as much as practical.

I. Sawcut concrete and seal joints in accordance with applicable guidance. A cold self-leveling jet fuel resistant sealant is required.

K. Design and construct secondary containment for fueling area consisting of curbing and drainage features to contain spills on concrete pavement.

I. Containment must have a minimum capacity of 6,000 gallons plus available freeboard for storm events.

II. Design and construct curbing, gutters, storm drains, drop inlets, stormwater piping and valves to provide desired containment.

I. Slope concrete pavements to achieve required containment capacity and to ensure runoff is directed off pavements and no ponding occurs when containment is drained or not in use.

V. Finish Site Improvements

A. Lighting

I. Provide pole mounted area lighting for tank and immediate refueling area. Design lighting in accordance with applicable standards for fueling stations and airfields.

II. Minimize direct and reflected glare and excess site brightness.

B. Restoration

I. Existing grades surrounding new construction shall be modified to ensure positive drainage away from new concrete.

II. Restore disturbed areas to pre-existing conditions in accordance with base standards.

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III. General

A. Work Hours

I. NFARS work hours are Monday through Friday, 0715 to 1600. No work is permitted on Federal Holidays. All contractor activities must occur during these work hours. Any requested exceptions to this requirement will be coordinated between the contractor, 914 MSG/CEC, and 914

MSG/LGC.

II. The contractor’s proposed construction schedule should account for the noted work hours. Extended hours require a minimum of 72 hours advanced notice and approval by the Contracting Officer. Approval of requests for extended work hours is not guaranteed and will only be granted if in the best interest of the Government.

III. Work will be conducted within the restricted area. Contractor will be responsible for accessing the restricted area, obtaining necessary airfield driving privileges, providing escorts for deliveries and subcontractors, and coordinating with Security Forces and Airfield Management.

B. On-Site Work Exclusion Period

I. No construction work will occur prior to 22 JUL 15.

II. No on-site work of any kind (including survey or site investigations) will occur 13-21 JUL 15 due to a scheduled Air Show.

C. Regulations and Permits

I. It is required that the contractor comply with all federal, state, county, and municipal laws, codes, and regulations applicable to the work. (i.e. NYS Building Codes, etc.).

II. The Contractor is not required to obtain a local building permit. A Dig Permit from the Engineering Office (914 MSG/CEC) is required before any soil disturbing activities occur.

D. Environmental Protection

I. Develop a project specific Stormwater Pollution Prevention Plan (SWPPP) in conformance with NYSDEC or local NFARS requirements for construction activities related to the project. The compliance requirements are dependent on the area of disturbance proposed for the construction activity.

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II. For areas of disturbance less than 1 acre, the contractor shall develop a SWPPP in accordance with the “Niagara Falls ARS Guidance for Stormwater Pollution Prevention/Erosion & Sediment Control Plan for Disturbances that are Less than One Acre” included in Specification 01 57

20.00 10, Environmental Management and Protection.

III. Regardless of area of disturbance, the project must comply with EISA

Section 438 requirements for stormwater. The Contractor shall develop and submit a Certificate of Applicability/Non-Applicability of EISA 2007 Section 438 that documents compliance with the regulation. Reference Specification 01 57 20.00 10, Environmental Management and Protection, Niagara Falls ARS for additional details.

E. Waste Management

I. The contractor will determine any waste to be generated throughout the duration of this project. The contractor is responsible for managing all materials brought into the installation and all waste produced during the project. All waste must be properly handled and disposed of. 914 MSG/CEV can provide guidance and direction on the proper handling and disposal of waste throughout the project.

II. Determine if salvaging materials is economically feasible. The Air Force requires the diversion of waste for construction projects as much as practical. The 914 MSG/CEV personnel shall specify the federal diversion rate goals that the contractor must comply with during pre-construction meeting.

III. Records of waste disposal/recycling/sales shall be submitted to the

Government and include date the waste was disposed, waste type (i.e.

scrap metal, concrete, construction debris, etc.), disposal method (landfill, recycle, incineration, etc.), disposal location (facility name, city, state), total amount (in tons) of waste generated, and proceeds received from the sale of the item(s).

F. Preliminary List of Probable Plans and Drawings (list will evolve based on project needs)

I. Cover Sheet II. Index, Vicinity Map, Location Plan

III. Legend and Abbreviations IV. General Notes V. Construction Phasing Plan

VI. Existing Conditions Survey VII. Site Plan

VIII. Slab Foundation Plan

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IX. Pavement Removal Plan X. Grading and Drainage Plan

XI. Erosion and Sediment Control Plan XII. Joint Layout Plan

XIII. Utility Installation Plan XIV. Slab Foundation Details XV. Pavement Section Details

XVI. Joint Details XVII. Joint Sealant Details

XVIII. Utility Installation Details XIX. Erosion and Sediment Controls Details

G. Construction Phasing Plan

I. Prepare a Construction Phasing Plan in conformance with UFC 3-260-01, Section 14 Construction Phasing Plan and Operational Safety on Airfields During Construction (page 388,) dated 17 NOVEMBER 2008 or latest revision. The Construction Phasing Plan must also meet FAA requirements in any case where FAA requirements are more stringent than UFC requirements. This document shall be incorporated into the contract drawings. This document is required even if the project is a single phase project; as it outlines safety requirements and procedures.

A. Propose access routes that minimize disruption to airfield operations.

B. Propose staging areas that minimize disruption to airfield operations and the potential for FOD.

H. Applicable References:

I. UFC 3-260-01 Airfield and Heliport Planning and Design

II. UFC 3-260-02 Pavement Design for Airfields III. UFC 3-460-01 Petroleum Fuel Facilities IV. UFC 3-240-04 Standard Practices for Concrete Pavements

V. 40 CFR 112

VI. 6 NYCRR 612 -614

VII. NFPA 30

VIII. 01 57 20.00 10 Environmental Management and Protection, Niagara Falls

ARS

IX. EISA 2007 Section 438

I. Performance Period

I. The contractor shall have 120 business days from construction Notice to Proceed (NTP) to complete all tasks associated with this project.

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END OF ATTACHMENT 1

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Attachment 2 – Proposed Site

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Attachment 3: Proposed Concept

Note: Layout is meant to show project concept and is for reference only; may not be to scale. Contractor must evaluate site suitability and design to meet requirements identified in the SoW.

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Attachment 4: Existing Utilities