ATTACHMENT_C-Statement_of_Work.pdf

STATEMENT OF WORK

Construct Bin Wall Revetments at the HERD

Eglin Air Force Base, Florida

Project Number:

FTFA 14-3001

8 June 2015

Project Manager: Matthew Vera, P.E., 96 CEG/CENPW

Statement of Work Construct Bin Wall Revetments at HERD FTFA 14-3001

1.0 GENERAL

This Statement of Work (SOW) sets forth the basic requirements for the construction of

Bin Wall Revetments at Building 1227 located at Eglin Air Force Base, Florida as shown on construction drawings and specifications by Peterson Engineering, Inc., dated 09

January 2015.

Location: Building 1227 is located in the HERD Complex at Eglin Air Force Base, Florida.

Base Bid: Construct Bin Wall Revetments, #1227-2, #1227-3 and #1227-4 at Building

1227 as shown on the construction plans and specifications meeting all requirements as described in Section 2.0.

Additive Option 1: Construct Bin Wall Revetments, #1227-1 at Building 1227 as shown on the construction plans, labeled as “1227-1 Alternate Grading Plan” (pg C301), and specifications meeting all requirements as described in Section 2.0.

Note that the government will execute the bid that is favorable to the government.

General Conditions

1.1 Existing Conditions:

The existing building #1227 is protected by an earthen berm on the east, south and west sides. These berms are not at a height to protect adjacent buildings and personnel from an explosion.

1.2 Demolition

Demolition will include off-site disposal of items such as existing items as asphalt removal where shown, removal of exterior piping, removal of underground piping, removal of pipe supports and foundations, removal of ladder type cable trays, removal of lightning protection, earthen spoil, communication cabling and miscellaneous appurtenances.

1.3 General Bin Wall Construction Requirements

Provide for underground utility relocations of those existing on-site utilities that are in conflict with the Bin Wall Revetments or as shown on the drawings. Provide for Bin

Wall Revetment construction including but not limited to excavation, borrow, spoil, tree removal, compaction, seeding, sodding, mulch and miscellaneous appurtenances.

2.0 CONSTRUCTION

2.1 General Criteria

UFC 1-200-01 DOD General Building Requirements, latest release

UFC 4-010-01 DOD Minimum Antiterrorism Standards for Buildings

The Contractor shall comply with all applicable federal, state, and local statutes; Air

Force and Department of Defense instructions, manuals, handbooks, regulations, guidance, and policy letters; Executive Orders (EOs); National Fire Protection

Association (NFPA); Uniform Facilities Criteria (UFC); International Building Code

(IBC) and amendments in effect on the date of issuance of this contract. He is required to obtain an AF Form 103 for the duration of the project.

2.2 Demolition

Demolition shall include off-site disposal of items such existing items as but not limited to vegetation, earthen spoil from the berm, asphalt removal where shown, removal of exterior piping, removal of pipe supports and foundations, removal of ladder type cable trays, removal of lightning protection, communication cabling and miscellaneous appurtenances.

2.3 Bin Wall Construction Requirements

Provide for NDPES Permitting as required. Provide for underground utility relocations of those existing utilities that are in conflict with the Bin Wall Revetments or as shown on the drawings. Locate and provide protection for underground utilities that remain in-place. (Note that the Designer of Record (DOR) and the Air Force has made a good faith effort to locate all existing underground utilities as shown on the construction plans.)

The contractor shall determine all utility locations and depths to satisfy himself of the existing utilities before and during construction. Accomplish this through on-site field investigation and the obtaining the AF Form 103 (Base CE Work Clearance Request also known as Dig Permit), coordination with the base shops as required.

Provide all necessary grading operations to prepare the area for Bin Wall Revetment construction including but not limited to excavation, embankment grading, borrow, spoil, tree removal, compaction, seeding, sodding, mulch and miscellaneous appurtenances.

Provide all necessary construction to provide steel Bin Wall Revetments including but not limited to bin wall fill, compaction, testing, gravel foundations, revetment cutouts and miscellaneous appurtenances.

Provide for all pipe supports, foundations, lightning protection, under-ground utilities, above ground piping, brackets, communication cabling, testing, steam traps, pipe insulation, cable trays and miscellaneous appurtenances.

Provide for equipment connectivity to existing facility alarm equipment as required for a complete and functional system meeting base, state and federal requirements. Provide for alarm testing as required to meet base approvals.

2.4 Bin Wall Documentation Requirements

The Contractor shall maintain a Submittal Register and list, review and approval of each submittal necessary to insure the project requirements are in compliance. The Submittal

Register shall identify items such as shop drawings, Operation and Maintenance manuals, manufacturer’s literature, certificates of compliance, material samples, guarantees, test results, etc. that the Contractor shall submit for Government review and/or approval action.

2.5 Construction As-Builts

2.5.1 One set of construction As-Built redlines shall be submitted to the government for review and concurrence before the generation of As-Built Record drawings. Government concurrence does not relieve the contractor for accuracy and completeness of the As-

Built drawings.

As-built drawings shall be submitted in a version of AutoCAD that is coordinated with 96

CEG drafting section at time of submission. The as-built DWG files shall have no reference files attached as all shall be bound into the file to make one AutoCAD DWG file, which also shall be purged and created with standard AutoCAD pen table. Scaled drawings should provide a bar scale and shall be in feet not meters. Contractor shall provide 1 hard copy of as-built on Mylar on an Arch D sheet size and 2 CD’s in

AutoCAD and PDF. Final As-builts shall include the assigned building number in the title block.

2.5.2 AutoCAD drawings shall have correct geometry:

a. Segmented lines and arcs are to be made continuous and free of self overlapping sections, thus decreasing files size and increasing efficiency within the AutoCAD platform.

b. All AutoCAD data shall be free of topological errors such as slivers, undershoots, overshoots dangles, overlaps, intersections, etc.

c. Area features such as building footprints, parking lots, roadways, and airfield pavements shall be true polyline polygons. Adjacent polygons shall not have gaps or overlaps.

2.5.3 AutoCAD drawings shall be checked for correct spatial projection to one of the following:

a. North American Datum 1983 Florida State Plane North FIPS 0903 Feet (AutoCAD

Code FL83-NF)

b. Universal Transverse Mercator 1984, Zone 16 North (AutoCAD Code UTM84-

16N)

2.5.4 Any Building Information Models (BIM) developed for a project shall be supplied in a Model Archive as part of the final as-built submittal consisting of two sets of files:

a. The first set shall be a collection of individual Models as received from the Model

Element Author(s).

b. The second set of files shall consist of the aggregate of those individual Models in a format suitable for archiving and viewing. The aggregate model shall also be submitted in a DWG file format.

2.5.5 Drawings submitted for approval as as-builts shall have all changes incorporated into the final drawings.

a. Drawings shall be free of revision clouds, hand-written notes, scanned in change orders, etc.

b. Revision symbols shall be accompanied with an entry in the sheet’s revision block.

Revision block entries shall consist of a brief description of the change along with the change order number.

c. Each sheet shall be annotated in bold letters near the titleblock with the date the as-builts were accepted (i.e. AS-BUILT DRAWING 12 APR 2012).

3.0 MEETINGS AND SUBMITTALS

The Contractor shall participate in and facilitate bi-weekly on-site meetings or as needed.

The Contractor shall prepare and submit meeting minutes to the Contracting Officer for approval within two calendar days after every meeting.

Progress Schedules shall be submitted using AF Form 3064 (Contract Progress Schedule) and is due 10 days after NTP.

Progress Reports shall be submitted using AF Form 3065 (Contract Progress Report) and is due weekly.

Material Approvals shall be submitted using AF Form 3000 (Material Approval

Submittal).

Transfer and acceptance of military real property shall be submitted on DD Form 1354 and coordinated with Eglin AFB Real Property office.

4.0 PERIOD OF PERFORMANCE

The Period of Performance is 150 calendar days.