Attch 1 SOW for Base Civil Works IDIQ Sources Sought.pdf

DEPARTMENT OF THE AIR FORCE

SPECIAL OPERATIONS COMMAND

1 SPECIAL OPERATIONS WING

SUMMARY OF WORK

FOR BASE CIVIL WORKS

IDIQ

HURLBURT FIELD, FLORIDA, 32544

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SECTION 01 10 00: SUMMARY OF WORK

PART 1 GENERAL

1.01 RELATED SPECIFICATION SECTIONS:

A. Section 01 00 00 – GENERAL REQUIREMENTS.

1.02 WORK INCLUDED:

A. The contractor shall furnish all labor, materials, tools, supervision and equipment and perform all operations necessary to accomplish all work complete in place, as indicated on individual task orders, specified herein, or as needed to construct Provide the Government a complete and useable infrastructure system.

B. The following is a summary of work for the project, which is located at HURLBURT FIELD, FLORIDA.

The project shall include but is not limited to:

1. Repair, replacement, and minor construction of base pavements, water distribution systems, wastewater distribution systems and facilities including, but not limited to sidewalks, driveways, roads, parking lots, drainage systems, base airfield pavements, water and wastewater distribution piping and facilities, force mains, lift stations, and other related work.

2. Specific description of the work is detailed in:

a. Delivery Orders.

b. Specifications.

c. Drawings.

C. The above description of work is for the purpose of general information only and is not intended to include and describe every feature or item of work or to define the scope of work.

1.03 CONTRACTOR USE OF SITE AND PREMISES

A. Limit use of site to allow Owner visitation and inspection.

B. The contractor and subcontractors are permitted to use existing utilities available at the site. Use is subject to approval by the Contracting Officer. The 1 Special Operations Civil Engineering Squadron must approve all connections. Connection to existing water mains must utilize a backflow preventer, certified within the 12 months prior to use on base.

1.04 DISPOSAL

A. All scrap materials and debris shall be disposed of in an on- site dumpster. When full, it shall be emptied at a legally approved dumpsite off- base. It shall be the responsibility of the contractor to provide the dumpster and for the selection of the dumpsite. Provide Contracting Officer with name(s) of waste disposal company and approved dumpsite.

1.05 STORAGE AREA

A. Contractor lay-down/materials storage site shall be as shown on the drawings or as approved by the

Contracting Officer.

B. A minimum of a 6 foot high temporary visual barrier shall surround the area.

C. The area must be maintained in a reasonably clean manner. All empty boxes, paper and trash must be deposited in the on-site construction dumpster.

1.06 SAFETY

A. The pertinent sections of the following publications are applicable to all work on this project.

1. U.S. Army Corps of Engineers: EM 385-1-1, Safety and Health Requirements Manual.

2. Air Force Instruction (AFI) 91-202.

3. AFOSH Standard 48.139. See Specification Section 01 00 00 General Requirements paragraph 1.06.A.5.

1.07 HAUL ROUTE AND LITTER

A. The Contractor shall utilize only the designated haul routes for the project for access to and from the site as indicated in task order.

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1.08 USE OF BARGE AREA

A. Use of the barge off loading area is not allowed except as approved, in writing, by the Contracting Officer.

Contractor must request usage of the barge site, in writing, to the Contracting Officer a minimum of 30 days prior to expected deliveries. Contractor must also submit a schedule of all deliveries. Under no circumstances should the contractor assume such requests will be approved. Contractor should plan to have materials delivered by other means.

B. If usage of the barge site is approved, the contractor must meet the following requirements:

1. Crane boom height cannot exceed eighty (80) feet from mean water elevation.

2. Crane boom must have a red flag and an operational blinking obstruction light.

3. Contractor will be responsible for surrounding water quality per the State of Florida Regulations.

Prior to delivery of any barge/crane or tug, contractor must install full-depth turbidity barriers both east and west of the site to extend beyond limits of off loading operations.

4. Off loading operations will be during daylight hours only. Operations will not start before 0700 (7:00 AM) and boom must be lowered to deck height by 1700 hours (5:00 PM) each day.

5. Contractor is required to provide the name and number of a responsible party, and contact information of the tug/crane operator at site to both of the following:

a. The Contracting Officer.

b. Hurlburt Tower: Hurlburt Tower – 884-4795. (If tower cannot be contacted notify the Airfield

Manager – 884-4491).

6. Upon notification of inclement weather, off loading operations must cease and the boom lowered to deck height. Do not raise boom until cleared by the Hurlburt Tower. All barges and equipment must be secured. Upon notification of Hurcon conditions, the contractor must remove all barges, cranes, tugs, and associated equipment from the site. The government will not be responsible for any delays or costs associated to weather.

7. If notified to do so by the Contracting Officer or Hurlburt Tower, operations must cease and the boom lowered to deck height. Under no circumstances should the boom be raised until cleared by the notifying authority. The government will not be responsible for any associated delays or costs.

C. If these requirements cannot be met, the contractor is prohibited from using the barge site. Failure to adhere to these requirements during operations will result in immediate revocation of site use at no expense to the government. Site must be maintained per specifications and contractor will be responsible for any and all clean-up after operations.

1.09 PERMITS

A. Florida Department of Environmental Protection (Potable Water): The contractor shall submit a completed

DEP permit application, Notification for Use of the General Permit for Construction of an Extension to a Public Drinking Water Distribution System (DEP Form 62-555.900(7)) to 1 SOCES/CEOIU and 1 SOCES/CEI for further processing to the state. No work on site shall commence until the state has approved the application and issued a permit. A professional engineer registered in Florida shall prepare the application (note that all drawings and the specification title sheet are required to be stamped, as well as the DEP form). Upon completion and acceptance of all work on site the contractor shall have the registered engineer complete and stamp the Certification of Construction Completion and Request for Letter of Clearance to Place a Public Drinking Water Facility into Service (DEP Form 62-555.900(9)), and submit the completed document to 1 SOCES/CEOIU and 1 SOCES/CEI. In both submittals, the document must be signed and sealed by the registered engineer. Attachments to the completed portion must include all test results, including chorine residual and bacteriological. The government shall be responsible to obtain the required signatures (other than the registered engineer) and forward the documents to the state. The contractor shall make provisions for the registered engineer to inspect the work as required. NO SITE WORK SHALL BEGIN UNTIL THE

STATE APPROVES THE PERMIT REQUEST AND RETURNS NOTIFICATION TO THE GOVERNMENT.

Any required permits for waste water distribution shall be indicated in individual delivery orders and be executed as described above. Fees for DEP permits are listed on the State of Florida internet website or can be obtained directly from the DEP.

B. AF Form 103, Civil Engineering Work Clearance Request: Prior to any work on site the contractor shall complete and submit the AF Form 103 for the project. The government will provide a blank AF Form 103 to the contractor for completion, and a drawing indicating approximate locations of known utilities (the drawing may not include all utilities in the area). The contractor shall be responsible for the location of all existing utilities and obstructions and noting on the form. The contractor shall utilize an independent utility locating company to locate and mark all utilities within the construction area using ground penetrating radar. The

01 10 00 - 3 government will not provide utility locating services. NO SITE WORK SHALL BEGIN UNTIL THE

GOVERNMENT APPROVES THE AF FORM 103 AND RETURNS IT TO THE CONTRACTOR.

C. Florida Department of Transportation: Contractor shall obtain and submit all required permits for any work on or near US Highway 98. Permits shall be obtained directly from the Department of Transportation and submitted to the government as approval is obtained. NO WORK ON SITE SHALL BEGIN UNTIL THE

GOVERNMENT RECEIVES THE APPROVED PERMITS.

1.10 UTILITIES

A. The Government will provide water and electricity to the Contractor from the Government's existing system outlets. Utilities will be furnished at no cost/reimbursement to the Contractor. All connections will be the responsibility of the Contractor.

1.11 “AS-BUILT DRAWINGS” – RECORD DRAWINGS

A. Maintain at the jobsite two sets of full size contract drawings, marking in red to show all variations between the construction actually provided and the requirements indicated or specified in the contract documents, including buried or concealed construction.

B. Where a choice of materials or methods is permitted or where variations in scope from that of the original contract are authorized, mark the drawings to define the construction actually provided.

C. Use standard drafting practices to represent such changes and include supplementary notes, legend, and detail as necessary to clearly portray the as-built construction.

D. On completion of the work, deliver to the Contracting Officer both sets of marked drawings, as well as one electronic copy in the most current version of Autocad for approval and acceptance.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION

3.01 INSPECTION

A. The contractor shall accomplish work in an orderly progression of steps to satisfy the performance requirements of this specification.

3.02 HOURS OF WORK

A. The normal hours of a workday shall be between 7:00 A.M. and 4:00 P.M., Monday through Friday, except holidays and observed holidays. The contractor may elect, at his option, to work hours other than normal duty hours if approved by the Contracting Officer. All work time, other than normal working days, shall be requested in writing, 3 work days in advance.

3.03 PHOTOGRAPHS

A. The contractor will take before and after photographs of the work. "Before" photos will be submitted before the start of work. "After" photos will be submitted before the acceptance of the work. A minimum of 24 photos of each will be required. Photos must show exterior and interior areas of the building that are to receive the new work. The intent is to show the amount of change. Photos may be submitted by the Air Force for design and construction awards. All photos taken shall be in digital format and submitted on CD. Submit one copy of before and after photos.

3.04 QUALITY CONTROL

A. The contractor shall establish and maintain quality control to assure compliance with Contract Documents, and maintain records of his quality control for materials, equipment and construction operations.

3.05 CONSTRUCTION LAYOUT & VERIFICATION:

A. The contractor shall employ a Florida Registered Land Surveyor to layout the building and other site features in accordance with the drawings. Potential problems that will affect the site geometry shall immediately be brought to the attention of the Contracting Officer.

B. Horizontal and Vertical Control shall conform to Hurlburt Field Datum: Horizontal NAD-83; Vertical NAVD-88.

C. Upon completion of the project and prior to the submission of the "As-Built" drawings (See Section 01 70 00 Contract Closeout), the contractor shall employ a Florida Registered Land Surveyor to perform the following Horizontal Control by use of Global Positioning Satellite (GPS) to sub-meter accuracy, and Vertical Control using the above datum.:

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1. Location of building corners.

2. Buried water mains, sanitary and/or storm water sewers including all valves, cleanouts, horizontal turns, etc.

3. Elevations at top of manhole(s), lift stations, storm water structures or similar above ground structures.

4. Invert elevations of all manholes and stub-outs intended for future connections to the system.

3.06 WARRANTY INSPECTION

A. A warranty inspection will be held thirty (30) days prior to the expiration of the contractor’s one-year warranty.

The inspection will be held at the project site. Those in attendance shall include the contractor, the Contracting Officer, the project inspector, and the occupant. The purpose of this inspection will be to identify current or re-occurring problems associated with the project and past warranty calls and corrective action taken to remedy them. The contractor shall contact the Contracting Officer to determine the date of the inspection. The Contracting Officer shall contact the appropriate government agencies and confirm the date the inspection is to take place.

B. A list of problems identified at the inspection will be provided to all those in attendance. All problems must be corrected to the satisfaction of the government prior to the expiration of the warranty.

END OF SECTION