Attach 1- B779 SOW Rev.1 dated 29 Oct 2020.pdf

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Repair B779 Foundation and Replace Siding Federal contract opportunity
Solicitation number
FA449720R0041
Issued by
Department of the Air Force Air Mobility Command

About this file

This is a solicitation for repair and replacement services at Building 779, Dover Air Force Base. The contractor will repair the exterior foundation and replace the exterior siding in accordance with the attached statement of work. The acquisition is set aside for total small business firms. The contract type is firm-fixed price between $1,000,000 and $5,000,000. A site visit is scheduled for October 6 and questions must be submitted by October 9. Offerors shall submit one electronic copy of their proposal by October 26 to the points of contact listed, which include the contracting officer, contract specialist, and team lead. Funds are not presently available and no award will be made until funding is secured. The government reserves the right to cancel the solicitation before or after the closing date without obligation to reimburse offerors.

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STATEMENT OF WORK

Repair Building 779 Exterior Foundation and Wall Repair

PROJECT NUMBER 1007997

29 October 2020, Revision 1

SUMMARY OF CHANGES

1.1 OBJECTIVE

DELETED This statement of work describes requirements to repair Doors, Exterior Pavement & Drainage 10 feet from existing facility, and Exterior Foundation & Wall Repair for Building 779 to include all mobilization, safety, labor, materials, and equipment, clean up, disposal and demobilization. DELETED (Rev. 1).

1.2 PERIOD OF PERFORMANCE

DELETED. Contractor has 30 calendar days to provide, for Government approval, a structural design and repair work plan. DELETED (Rev. 1)

1.1 LIMITATIONS

Revision additions located in the appropriate section.

1.5 JOB DESCRIPTION

Revision additions located in the appropriate section.

1.5.1 Exterior Pavement and Drainage

A. DELETED Provide positive drainage (2% minimum slope measured perpendicular to building) away from the buildings by altering the slope of the surrounding pavement/ground and installing new catch basin(s) as required. A minimum of 95% compaction verified by independent test of 8" of graded aggregate base course (GAB) and 2" of DelDOT specified Type B and 2" of Type C asphalt will be required for pavement replacement. Pavement at buildings shall be higher in elevation than existing concrete pavement for positive drainage. DELETED (Rev. 1)

1.5.2 Interior

E. DELETED Replace the removed insulation with new wall insulation matching existing. DELETED (Rev. 1) G. DELETED Install epoxy floor over any affected area matching existing floor as closely as possible. DELETED (Rev.

1)

1.5.3 Exterior

A. DELETED Remove existing siding, downspouts and other utilities, as necessary, to demo all damaged concrete curb/foundation around the perimeter of the building. DELETED (Rev. 1) E. DELETED Replace damaged flashing and siding around the perimeter of the building. DELETED (Rev. 1) F. DELETED Replace damaged flashing and siding around the perimeter of the building. DELETED (Rev. 1)

8. ATTACHMENTS

Added attachment 2, floor plan Added attachment 3, B779 Sliding Door photo.

TABLE OF CONTENTS

PART I – PROJECT SPECIFIC GUIDANCE

1. SCOPE

1.1 OBJECTIVE

1.2 PERIOD OF PERFORMANCE

1.3 LIMITATIONS

1.4 LOCATION

1.5 JOB DESCRIPTION

1.5.1 Exterior Pavement and Drainage

1.5.2 Interior…………….………………………………………………………………………………………………4

1.5.3 Exterior……………………………………………………………………………………………………………5

2. POINTS OF CONTACT

3. GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, AND MATERIAL

PART II – GENERIC REQUIREMENTS

1. GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS

2. TABLE OF DELIVERABLES………………………………………………………………………………………

3. DESIGN REQUIREMENTS……………………………………………………………………………………………8

4. CONSTRUCTION REQUIREMENTS……………………………………………………………………………….10

4.1 GENERAL…………………………………………………………………………………………………………….10

4.2 SUBMITTALS………………………………………………………………………………………………………...11

4.3 CONSTRUCTION PROGRESS MEETINGS………………………………………………………………………...12

4.4 WORKSITE ACTIVITIES AND COORDINATION

4.5 QUALITY CONTROL

4.6 SITE MANAGEMENT

4.7 ENVIRONMENTAL

5. CONTRACT ADMINISTRATION REQUIREMENTS

6. INSPECTIONS

7. SECURITY AND ANTITERRORISM

8. ATTACHMENTS

PART I – PROJECT SPECIFIC GUIDANCE

1. SCOPE

1.1 OBJECTIVE:

This work statement describes requirements to mitigate the water intrusion by repairing doors, foundation, roof gutters, and drainage at a minimum of 10 feet away from the facility. All work performed on Building 779 includes all mobilization, safety, labor, materials, equipment, clean up, disposal, and demobilization. ADDITION (Rev. 1) Adhere to Air Force Whole Building Design

Guide, Dover Air Force Base (DAFB) Installation Facilities Standards (IFS) and DAFB Local

MILCON and SRM Design Guide as follows:

1.2 PERIOD OF PERFORMANCE:

Total period of performance for this project is 365 days (negotiable).

1.3 LIMITATIONS:

Contractor must plan to meet schedule and not impact the mission. Dover Design Guide is the reference source. Contractor shall provide a mock-up of the floor and wall repair is required. The foundation concrete is airfield pavement and is approximately 15" thick, which may be difficult to remove. Compaction must meet 95% compaction. Dover Design Guide is the reference source. (Rev.

1)

1.4 LOCATION:

The primary location of this project is Building 779 on Dover Air Force Base, located in Kent County

Delaware.

1.5 JOB DESCRIPTION

1.5.1 Exterior Pavement and Drainage:

A. Provide positive drainage at a minimum of 10' away from the buildings by altering the surrounding areas' slope. All new pavement must have a minimum of 95% compaction of 8" GAB and 2" of Type B and 2" of Type C asphalt are required for the pavement replacement.

(Rev. 1)

1.5.2 Interior:

A. The Contractor shall repair the sinking in the floor by backfilling, compacting to 95% and pour new concrete (in-kind) in the affected area. The Contractor shall then re-epoxy the affected areas of the floor. Approx. 2700 sq ft/ 125 C.Y of concrete is to be removed. (Rev.1)

B. Remove and reinstall utilities, wainscot, and wall insulation and lower girts as necessary to demo all damaged concrete curb/footing around the building’s perimeter.

C. Replace or straighten bent steel girts. Replace up to 50% of the steel girts. (Rev. 1) D. Install girts, at an elevation above new curb insulation and wainscot panels after concrete curb replacement.

E. Paint wainscot panels to original color (Color sample must be submitted and approved by

Government).

F. Install new insulation where the old may not be adequate. (Rev. 1) G. If any damage is done to the existing epoxy floor, the Contractor should be responsible for repairing the damaged area. (Rev. 1) H. Remove and reinstall electrical equipment as necessary in support of project work.

1.5.3 Exterior:

A. Remove existing siding, roof gutters, downspouts, and other utilities, as necessary, to demo concrete curb/foundation around the building's perimeter. See attachment 2 for the building floor plan. (Rev. 1)

B. Remove the sliding door with tracks and install new sliding, wainscot and insulation.

(Attachment 3). (Rev. 1)

C. Demo all concrete curb/foundation and Install new reinforced concrete curb/foundation to a minimum of 8” above exterior ground surface on any face of the building. A water-stop/bentonite clay shall be installed in the interface between the new curb/foundation and existing concrete slab to prevent water infiltration. (Rev. 1)

D. Replace 100% of the first panel siding and all damaged roof gutters, including roof eaves around the perimeter of the building. (Rev. 1)

E. Replace 10 personnel door and 1 double door with the door frames with necessary hardware.

F. Identify seals or remedies that will address water that may be intruding through door and windows. (Rev. 1)

Note: the contractor shall provide a phasing and weather protection plan for the above work.

2. POINTS OF CONTACT (POC):

POC(s) will be provided at the time of contract award.

3. GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, MATERIAL, AND

PROPERTY

A INFORMATION – The Government may provide information in the form of available plans, reports, maps, and drawings as necessary to facilitate accomplishment of the work required in this Statement of Work. The Government may furnish electronic copies of available As-Built drawings that are pertinent to the buildings involved. However, these drawings are not warranted to show conditions as they actually exist. The designer shall field verify the information shown on the As-Built drawings as necessary to produce a quality-designed project.

3.1 EQUIPMENT – None provided.

3.2 MATERIAL – None provided.

3.3 PROPERTY – None provided.

PART II – GENERIC REQUIREMENTS

1. GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS

1.1. Department of Defense specifications and criteria located at http://wbdg.org/ffc/dod.

http://wbdg.org/ffc/dod

1.2. Air Force specifications and criteria located at http://wbdg.org/ffc/af-afcec.

1.3. Dover Air Force Base Installation Facilities Standards (IFS) is located at http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/dover-afb-ifs.

1.4. Dover Air Force Base Design Guide.

http://wbdg.org/ffc/af-afcec http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/dover-afb-ifs

2. TABLE OF DELIVERABLES

Instructions: Identified documents are mandatory, the number of copies and delivery dates are shown in the table below.

TABLE OF DELIVERABLES

Document Title

C on tr ac tin g

(C O

N S)

C iv il E ng in ee ri ng

(C

ES

El ec tro ni c

H ar d C op y

El ec tro ni c

H ar d C op y

DESIGN

Project Management Plan (PMP) 1 1 Within 15 calendar days after Contract

Award.

Pre-Performance Conference Time, date, and location to be determined after contract award.

AF Form 66 1 1 Within 60 calendar days after NTP.

50% Design Submittal 1 1 3 Within 60 calendar days after NTP.

90% Design Submittal 1 1 3 Within 90 calendar days after NTP.

100% Design Submittal 1 1 3 Within 120 calendar days after NTP.

The Government will provide review comments within 15 calendar days of receipt of the 100% Design Submittal.

100% Design Review Meeting Within 30 days after the 100%

Design Submittal.

Final “Issued for Construction”, signed and sealed, Design Submittal

1 1 3 Within 30 calendar days after 100% Design Review Meeting. Structural Plans to be signed by a licensed Delaware Engineer.

Pre-construction Conference

CONSTRUCTION

Construction Progress Meetings Bi-weekly.

Construction Progress Meeting Minutes

1 1 Within 3 work days after each meeting with minutes provided by the Contractor.

Progress Schedule (AF Form 3064) 1 1 1 Prior to the start of construction Progress Report (AF Form 3065) 1 1 Bi-weekly, initiated by the Contractor with

CES inspector support and sent to CES and CONS via email.

Materials Approval (AF Form 3000) 1 1 1 Within 10 calendar days prior to requirement. CES will review and return within 10 calendar days.

Requests for Information (RFI) 1 1 Same day as issue or occurrence.

Pre-Final Inspection Report Performed by the Contractor.

Final Inspection Report Performed by the Contractor and

Government.

As Built Drawing 1 1 1 Within 30 calendar days after final inspection.

O&M Manuals 1 1

1 15 calendar days prior to commissioning.

Warranties 1 1 1 Within 15 calendar days after final

3. DESIGN REQUIREMENTS

3.1. Pre-Performance Meeting – Will be determined by the Government after contract award.

The Government shall conduct a Pre-Performance Meeting at Dover AFB DE. This meeting will include a complete overview of the project and will be presented to the relevant base staff and points of contact. This meeting will allow the Government and the Contractor to discuss and specific concerns not previously addressed. This meeting shall not be concluded until the Contractor has a complete and workable design.

3.2. Project Management Plan (PMP) – Due within 15 calendar days after contract award containing the information listed below.

3.2.1. Table of Contents

3.2.2. Team Structure

3.2.3. Quality Control Plan

3.2.4. Safety and Health Plan

3.2.5. Organizational Chart

3.2.6. QCM Appointment Letter

3.3. AF Form 66 – Due 30 days after NTP, reference 4.2.2 for document requirements.

3.4. 50% Design Submittal – Due within 30 calendar days after NTP. To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:

3.4.1. Table of Contents

3.4.2. Executive summary of the scope of all work

3.4.3. Minutes and sign-in sheets of all meetings pertaining to the development of the design

3.4.4. Previous Government review comments and Contractor responses

3.4.5. Design Analysis (Basis of Design) and appropriate engineering calculations

3.4.6. Design drawings and specifications

3.4.7. Schedule of submittals for material approval.

3.5. 50% Design Review Meeting – Due 10 calendar days after the 50% Design Submittal. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on the current design submittal and will include any pertinent issues which could affect future contract progress.

The following items shall be covered:

3.5.1. Meeting attendees and contact information

3.5.2. Review and resolution of design review comments

3.5.3. New business

3.5.4. Schedule

3.6. 90% Design Submittal – Due within 60 calendar days after NTP. To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:

3.6.1. Table of Contents

3.6.2. Executive summary of the scope of all work

3.6.3. Minutes and sign-in sheets of all meetings pertaining to the development of the design

3.6.4. Previous Government review comments and Contractor responses

3.6.5. Design Analysis (Basis of Design) and appropriate engineering calculations

3.6.6. Design drawings and specifications

3.6.7. Schedule of submittals for material approval.

3.7. 90% Design Review Meeting – Due 10 calendar days after the 90% Design Submittal. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on the current design submittal and will include any pertinent issues which could affect future contract progress.

The following items shall be covered:

3.7.1. Meeting attendees and contact information

3.7.2. Review and resolution of design review comments

3.7.3. New business

3.7.4. Schedule

3.8. 100% Design Submittal – Due within 90 calendar days after NTP. To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:

3.8.1. Table of Contents

3.8.2. Executive summary of the scope of all work

3.8.3. Minutes and sign-in sheets of all meetings pertaining to the development of the design

3.8.4. Previous Government review comments and Contractor responses

3.8.5. Design Analysis (Basis of Design) and appropriate engineering calculations

3.8.6. Design drawings and specifications

3.8.7. Schedule of submittals for material approval.

3.9. 100% Design Review Meeting – Due 15 calendar days after the 100% Design Submittal.

These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on the current design submittal and will include any pertinent issues which could affect future contract progress. The following items shall be covered:

3.9.1. Meeting attendees and contact information

3.9.2. Review and resolution of design review comments

3.9.3. New business

3.9.4. Schedule

3.10. Final “Issued for Construction” Design Submittal – Due within 15 calendar days after

100% Design Review Meeting. Includes signed and sealed final specifications, drawings, and

Basis of Design. Submit all items electronically as well as the following hard copies: 1 full size drawing set, 3 half size drawing sets, 2 copies of specifications, and 2 copies of the Basis of Design. Drawing sets should include updated drawings to reflect changes of any systems that have been altered.

3.11. Pre-Construction Conference TBD by Government.

4. CONSTRUCTION REQUIREMENTS

4.1. GENERAL

4.1.1. WORK SCHEDULE

Work shall be performed between 7:30 A.M. and 4:30 P.M. daily, Monday through

Friday, excluding federal legal holidays as outlined by Public Law Number 98-144

(or days not worked on Dover AFB due to the observance of such holidays). Unless otherwise specifically authorized herein or in writing by the Contracting Officer, the scheduling of work for times other than as set forth above, is not permitted. A request to work extended hours, weekends, and holidays may be submitted to the Contracting

Officer.

4.1.2. PERMITS – The Contractor is responsible for all applicable permits, licenses, and certificates required to perform and execute this contract.

4.2. SUBMITTALS

UFGS 01 33 00 Submittal Procedures shall govern construction submittals.

4.2.1. SUBMITTAL FORMAT

Provide submittals in electronic format, with the exception of material samples required for SD- 04 Samples items. In addition to the electronic submittal, provide two hard copies of design submittals. Compile the submittal file as a single, complete document, to include the Transmittal.

Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer.

Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting

Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature.

Email electronic submittal documents to an email address as directed by the

Contracting Officer. Provide electronic documents over 10MB on a disc. Provide hard copies of submittals when requested by the Contracting Officer. Up to three additional hard copies of any submittal may be requested at the discretion of the

Contracting Officer, at no additional cost to the Government.

4.2.2. Per IAW Section 3.3 the Contractor shall create and maintain a Master Document List

(MDL) and/or Submittal Register, i.e. AF Form 66 within 60 calendar days after pre-performance conference, that includes all documents, whether the documents are a deliverable or not, which are prepared during the course of the contract. The MDL and its documents shall be maintained in libraries readily available for submittal to the

Government. All Material Submittals shall be accomplished in accordance with the instructions pertaining to AF Form 3000, Material Approval Submittal.

4.3. CONSTRUCTION PROGRESS MEETINGS

The Contractor shall perform Construction Progress Meetings with meeting minutes provided to Contracting. These meetings will include all relevant Base POCs and

Contracting Personnel on an as needed basis. These meetings will cover the progress made in the past period and will include any pertinent issues which could affect future work progress. The following items shall be covered:

4.3.1. Meeting Attendees and Contact Information

4.3.2. Change Orders

4.3.3. Requests for Information

4.3.4. Material Submittals and Updated Submittal Register

4.3.5. Updated Schedule

4.4. WORKSITE ACTIVITIES AND COORDINATION

The Contractor shall coordinate worksite activities with all applicable personnel to ensure the protection of human health and the environment; the prevention of damage to property, utilities, materials, supplies, and equipment; and the avoidance of work interruptions. The

Contractor shall provide physical security to work areas with security equipment and personnel.

4.4.1. The Contractor shall be responsible for protecting the lives and health of employees and other persons on the work site; preventing damage to property, materials, supplies, and equipment, avoiding work interruptions and complying with Occupational Safety and Health Administration (OSHA) safety and local safety office requirements. The

Contractor shall perform all operations in a prudent, conscientious, safe and professional manner and conform to the safety requirements contained in the contract for all activities related to the accomplishment of the work. The Contractor shall maintain documentation supporting training records on site and have written Health and Safety Plans on site and available for workers and/or regulatory review. The

Contractor shall provide the Contracting Officer (CO) copies of any OSHA report(s), regarding a project site, submitted during the duration of the contract.

4.4.2. The Contractor shall record and report promptly (within 1 hour) by telephone, facsimile or other direct means to the CO, Contracting Officer Representative (COR), the Base POC, and to the military installation’s Safety Office, all available facts relating to each instance of damage to Government property or injury to either contractor or Government personnel. In the event of an accident/mishap, take reasonable and prudent action to establish control of the accident/mishap scene, prevent further damage to persons or property, preserve evidence until released by the accident/mishap investigative authority through the CO, and immediately report the incident to the Fire Department at 911. If the Government elects to conduct an investigation of the accident/mishap, the Contractor shall cooperate fully and assist

Government personnel in conducting of the investigation until it is completed.

4.4.3. The Contractor agrees that his personnel and equipment are subject to safety inspections by Government personnel while on federal property.

4.5. QUALITY CONTROL

4.5.1. In addition to the requirements specified in the FAR clause 52.246-12--

Inspection of Construction, the Contractor shall designate in writing, an individual responsible for managing the Contractor's inspection program. Such designation shall be made to the Contracting Officer prior to commencement of work on the job site.

4.5.2. The Government will require that work progress in stages when verification of the quantity, adequacy and/or accuracy of underlying work is necessary before follow-on work is allowed to start. When required by these specifications, such verifications shall be mandatory, and an allowance for these verifications shall be made in the

Contractor's Contract Progress Schedule. The Contractor shall provide notification that work is ready for verification in accordance with the requirements outlined in

Attachment 1, Mandatory Verification Schedule. Required mandatory verifications are as listed by the schedule.

4.6. SITE MANAGEMENT

4.6.1. SITE LAYOUT PLAN:

Submit for approval a detailed scaled plan drawing showing the layout of the construction site prior to starting work. As a minimum the drawing shall include the locations of storage trailers, equipment storage and material staging areas, contractor employee parking areas, temporary construction fence including placement of safety signs (i.e. hard hat area, etc.), and trash dumpsters and containers. The submittal shall also include photographs of the site prior to disturbance by the start of work.

4.6.2. SITE PREPARATION:

The Contractor shall perform site work as necessary to prepare sites for construction activities. Security and access controls shall be implemented to prevent unauthorized entry to sites and to protect wildlife from site exposure. The

Contractor shall survey existing utilities to determine adequacy and need for modifications to support site activities before the start of demolition. The Contractor shall obtain appropriate approvals and shall construct connections or new systems for electrical power, water, sewer, gas distribution, telephone, and other utilities, as required, to accomplish the activities.

4.6.3. DEMOBILIZATION:

The Contractor shall demobilize facilities as necessary, and restore the site. The

Contractor shall remove any temporary facilities and implement erosion control measures such as seeding, mulching, sodding, and erosion control fabrics; restore roads, structures, and utilities; and plant trees, shrubbery, grasses, and other vegetation. The Contractor shall document and report on activities and train

Government personnel to perform required facility equipment operation and maintenance, as requested.

4.6.4. BASE APPEARANCE:

The appearance of construction sites at Dover AFB is of paramount importance to the

Commander of Dover AFB. A clean and well-kept construction site will help ensure proper compliance with the safety and environmental requirements of the contract.

The management element of the Contractor’s performance rating will be affected by the compliance with this specification. The Contractor shall comply with all of the requirements specified herein and associated specification sections. The Contractor is responsible for the collection and disposal of all debris, rubble, residue and waste material generated in the performance of work under this contract. All such materials shall be removed from Dover AFB by the Contractor and disposed of in a State approved permitted landfill. The Contractor shall recycle concrete, untreated wood and other demolition debris. The Contractor is not permitted to deposit any such materials in Base trash collection containers or at any on-Base location without prior approval of the Contracting Officer. The Contractor is responsible for remediating and/or reimbursing the Base for any spills caused by them, their personnel, their subcontractors and/or their equipment.

4.6.5. DUST CONTROL PLAN:

Submit a plan for controlling the accumulation of dirt, debris, and dust on roadways and other surfaces adjacent to the construction site prior to the start of demolition. As a minimum the plan shall include the name of the Contractor including a designated point of contact, and the equipment to be used for cleaning the worksite.

4.6.6. SANITATION FACILITIES:

The Contractor shall provide portable sanitation facilities. Portable sanitation facilities shall be self- contained units with both urinals and stool capabilities. Units shall be adequately ventilated, cleaned and emptied at least once a week or more if determined necessary and directed by the Contracting Officer. The doors shall be self-closing and securable. The exterior of the unit shall match “Eagle Feather Tan”. Locate these facilities out of the view of the public, within the construction fence area. The

Contractor shall request location approval by the Project Manager.

4.6.7. CONSTRUCTION ACCESS ROUTE SIGNS:

Any construction access route signs which the Contractor may wish to erect in order to facilitate location of the site by suppliers or subcontractors must receive prior approval by the Contracting Officer. Approved signs shall not exceed 12” x 18” in size, shall consist of white letters on a dark brown background (back of sign and post shall be dark brown also), and be mounted at locations approved by the Contracting

Officer.

4.6.8. CONSTRUCTION SITE LAYOUT:

The Contractor shall arrange the storage trailers and dumpsters to effectively use the area designated on the plans.

4.6.9. CLEANING ROADWAYS:

The Contractor shall make a special effort to prevent the generation of dirt, debris, or dust as a result of activities related to the work under this contract. All roadways adjacent to the construction site which accumulate construction dirt, debris, dust, or other foreign materials as a result of activities related to this contract shall be cleaned at least daily or more often if determined necessary and directed by the Contracting

Officer in order to maintain a neat appearance. The method of cleaning shall remove and not just displace the material.

4.6.10. TRASH REMOVAL:

The Contractor shall provide 55 gallon trash containers. The Contractor shall empty the containers a minimum of once a week or more often if directed by the Contracting

Officer. The Contractor shall empty site dumpsters a minimum of once a week or more often if directed by the Contracting Officer in order to keep the site clean of trash.

Dumpsters and containers shall not be allowed to overflow and permit trash to enter the site or adjacent areas.

4.6.11. SAFETY SIGNS:

Safety signs shall be posted at all entrances to the construction site. The signs shall be

ICI Dover/Glidden color Pastel tint base: Formula # BLK 1P32 YOX 1P39 OXR 19

“DAFB Eagle Feather Tan” unless safety mandates otherwise.

4.6.12. RESTORATION:

Except as otherwise required by the contract, all disturbed or damaged landscaping, paved areas, curbs or sidewalks shall be restored to the original condition. This condition will be as documented in the photographs of the undisturbed site submitted with the site layout plan.

4.7. ENVIRONMENTAL

4.7.1. HAZARDOUS MATERIAL USAGE:

Contractors must submit to the associated Contracting Office the information and supporting documentation (including Material Safety Data Sheets (MSDSs)) necessary to obtain HAZMAT usage authorization. Report data on HAZMAT used during the performance of the contract at intervals and in the format specified by Dover AFB.

4.7.2. AFFIRMATIVE PROCUREMENT:

Affirmative Procurement (AP) is the name given to the federal program to strengthen efforts to protect the environment and promote economic growth through the purchase of recycled and other environmentally preferred products. Federal government procurement and use of recycled products, especially re-refined oil, can reduce our nation's dependency on foreign governments for raw materials.

4.7.3. RECYCLING OF CONSTRUCTION DEBRIS:

The Contractor and Dover AFB representatives shall make every attempt to recycle as much construction debris as possible and within financial reason. The

Contractor shall utilize the provided Dover AFB recycling avenues for scrap metal and recycle other recyclable materials through own means.

4.7.4. EXCESS SOIL REQUIRING DISPOSAL GUIDELINES:

No excess soil shall be removed from Dover AFB by the contractor unless it has been sampled for contamination and approved by Dover AFB. The Contractor shall be required to arrange for sampling and disposal off base (at contractors expense).

4.7.5. DISPOSAL OF ENCOUNTERED GROUNDWATER:

No groundwater shall be removed from Dover AFB by the Contractor unless it has been sampled for contamination and approved by Dover AFB.

4.7.6. CONFORMANCE WITH ENVIRONMENTAL MANAGEMENT SYSTEM:

The Contractor shall perform work under this contract consistent with relevant policy and objectives identified in the Dover AFB environmental management system (EMS) applicable for this contract. The Contractor shall perform work in a manner that conforms to all appropriate Environmental Management Programs and Operational

Controls identified by the Dover AFB EMS and provide monitoring and measurement information as necessary for the organization to address environmental performance relative to the environmental, energy, and transportation management goals.

4.7.7. AIR PERMITTING:

State of Delaware regulations pertaining to air pollution require the permitting of permanent placed equipment prior to installation. The following items require a construction permit prior to equipment being placed on the construction site.

4.7.7.1. Emergency generators with capacity greater than 450kilowatts.

4.7.7.2. Boilers supplied by Natural Gas, LP gas, or other desulfurized fuel gas and have a rated heat input of less than 15 million British-Thermal Units

(BTUs) per hour.

4.7.7.3. Boilers utilizing any petroleum based fuel with a rated heat input of less than 10 million British-Thermal Units (BTUs) per hour.

4.7.7.4. Project specific equipment identified in the construction documents.

4.7.8. HAZARDOUS MATERIALS AND HAZARDOUS WASTE

ACTIVITIES REQUIREMENTS:

4.7.8.1 To the extent required by other sections of this Statement of Work, the

Contractor shall sample, test, remove, and dispose, all hazardous material and hazardous waste debris generated in the course of the work in accordance with applicable Federal, State, Local and these contract requirements. The Contractor shall provide all hazardous materials use and hazardous waste disposal documentation to the Base Civil Engineer, and shall register with the Hazardous

Materials Pharmacy program at the installation to ensure appropriate and efficient tracking of the Contractor’s hazardous material purchases, inventories, use, and releases such as required by the Emergency Planning and Community

Right-to-Know Act (EPCRA), Executive Orders, or any installation reporting requirements. The Contractor shall also comply with Federal, State, and Local requirements for any task involving the transportation of hazardous wastes and/or contaminated materials to off-site treatment, storage, and/or disposal facilities.

This includes 40 CFR 260, 49 CFR 172, 173, 178, and 179, and all other applicable Federal, State, and Local transportation regulations.

For any areas where hazardous materials will be disturbed, the material must be handled in accordance with the requirements of the Environmental Protection

Agency (EPA), the Occupational Safety and Health Administration (OSHA), and the State of Delaware regulations. There is no requirement to remove hazardous materials prior to demolition activities for this type of building in the State of

Delaware, but contractors need to be made aware of the possible existence of hazardous materials so their workers and the environment can be adequately protected. Regulations established by OSHA must be adhered to during work which involves building components containing hazardous materials in detectable amounts. Employers are required to use engineering controls and special work practices to reduce worker exposure at or below the permissible exposure level

(PEL). It also triggers several requirements regarding exposure monitoring, biological monitoring, and employee training when a worker is exposed to airborne levels at or above the PEL. All hazardous materials are to be handled and disposed of as hazardous waste unless toxic characteristic leaching procedure

(TCLP) testing is performed and indicates otherwise. Whenever renovation or demolition is performed on painted components, an attempt should be made to control dust. Any component containing hazardous materials in detectable amounts also has the ability to produce hazardous dust when it is disturbed.

5. CONTRACT ADMINISTRATION REQUIREMENTS

CONTRACT PROGRESS SCHEDULE, AF FORM 3064: The Contractor shall prepare and submit, for approval, by the Contracting Office (CO), a work breakdown structure.

The work breakdown structure shall be used to report the cost and schedule status for this project. All tasks required under this type of contract shall be included in the work breakdown structure.

5.1. PROGRESS REPORTS, AF FORM 3065:

Contractor shall complete biweekly Contract Progress Reports throughout the contract period. The work elements and percentages of the total job identified on the AF Form 3065 shall be identical to the work elements and percentages indicated on the AF Form 3064.

Each invoice should be based on the most recent approved 3065 and will be entered through Wide Area Work Flow (WAWF). The AF Form 3064, AF Form 3065, and invoice shall all cover the same period of time.

5.2. NOTIFICATION REQUIREMENT:

The Contractor is required to notify the Contracting Officer and the Project Manager of critical issues that may affect life, health, safety, contract performance, or the environment. Verbal notification should be made immediately followed by written notification as soon as practical.

5.3. TRANSMITTAL FORM:

Use AF Form 3000 Material Approval Submittal as the transmittal form for both design and construction submittals.

6. INSPECTIONS

6.1. PRE-FINAL INSPECTION

Pre-final inspection shall be coordinated by the Contractor to conduct a detailed inspection to identify construction deficiencies and remaining contractual items

(such as systems operating manuals, spare parts lists, as-built drawings and training requirements). The Contractor should schedule the Pre-Final

Inspection to occur as soon as possible after the Preliminary Inspection as these inspections go hand-in-hand. The Contractor shall compile the list of deficiencies (punch list) which may have been identified during the Preliminary

Inspection. A copy of the punch list shall be provided to the BCE, as well as the Contracting Officer.

6.2. FINAL INSEPCTION

The Contractor shall conduct a final inspection with applicable Government officials.

6.3. FINAL ACCEPTANCE

This occurs when all punch-list items have been corrected by the Contractor and the

Government accepts the work as complete. If there is no follow-on work under another contract, then Final Acceptance would also be the Physical Completion date.

6.4. WARRANTY

A warranty shall be issued in accordance with FAR 52.246.21 (Warrantee of

Construction). A one year warranty shall be issued from the date of Final Acceptance for all work.

7. SECURITY AND ANTITERRORISM

7.1. SECURITY:

7.1.1. All personnel employed by the contractor in the performance of this contract, or any representative of the contractor entering the Governmental Installation shall abide by all security instructions and directives of Dover AFB. Employees are responsible for safeguarding all government property provided for contractor use.

7.1.2. At the close for each work period, government facilities, equipment and materials shall be secured, lights, heat and water turned off and all doors and window secured.

7.1.3. The contractor and, as applicable, subcontractor shall not employ persons for work on this contract if such employee is identified as a potential threat to the health, safety, security, general wellbeing or operational mission of the Installation and its population, nor shall the contractor or subcontractor employ persons under this contract who have an outstanding criminal warrant as identified during the Criminal

Background Investigation (CBI).

7.1.4. Contractors shall ensure their employees and those of their subcontracts have the proper credentials allowing them to work in the United States. Employees and subcontractors later found to be undocumented or illegal aliens will be remanded to the proper authorities.

7.1.5. The contractor shall submit any request for compensation on delays to the

Contracting Officer for approval. The contractor shall notify the Contracting

Officer or authorized representative as soon as the contractor realizes/determines of any potential delays in accordance with the terms and conditions of this requirement.

7.1.6. All contractors and subcontractors when working in a Controlled, Restricted or other sensitive areas must be escorted at all times. The military agency or unit responsible for the project or work is responsible for providing the escorts. The

Contractor shall follow existing procedures and instructions for obtaining entrance to restricted or controlled areas.

7.2. CONTRACTOR BADGE POLICIES:

7.2.1. All requests for contractor badges will be submitted through the 436th

Contracting Squadron Office and/or the requesting agencies base point of contact.

The 436th Contracting Squadron Office or base point of contact will then fill out an Operational Risk Management Assessment Form (ORM) for the requesting agency and submit it to the Pass and Registrations section for approval IAW

OPlan 31-101. As a minimum the ORM will be submitted 10-days prior to the requested date of employment.

7.2.2. All contactor employees requesting to be granted unescorted access to the

Installation are required to consent to a Criminal Background Investigation (CBI) prior to being granted entry to the Installation. Continued employment is contingent upon successful completion and favorable reporting of the CBI.

7.2.3. DAFB Contractor badges will be issued for a maximum period of one year. Prior to reissuing new badges, all old badges must be returned to 436 Security Forces Squadron

(436 SFS), Pass and Registration for destruction. Also, before a new badge will be issued, an ORM must be resubmitted to the Pass and Registration section for approval.

In the event a badge is lost or stolen, immediately contact the 436 Security Forces

Squadron, Pass and Registration office. The badge holder must accomplish the

Loss/Theft of Identification Worksheet and provide it to his/her supervisor. The supervisor of the contractor will investigate the loss and report in writing the circumstances in which the badge was lost to the 436th Contracting Squadron and 436

Security Forces Squadron, Pass and Registration office and submit a new request for badge before a new badge can be reissued.

7.2.4. Base Contracting Office or base point of contact will immediately notify

436 Security Forces Squadron, Pass and Registration when a contractor’s employment has been terminated. The Site Supervisors are responsible for notifying and returning the contractor’s badge to Pass and Registration when this occurs. At no time will a contractor contact Security Forces directly regarding badge denial; they need to contact the Contracting

Officer.

7.3. INSTALLATION ACCESS:

7.3.1. The contractor shall obtain personal contractor identification badges for all employees and vehicle passes for all contractor and personal vehicles requiring entry onto Dover AFB from 436 SFS, Pass and Registration, for the duration of the contract. Employees are only permitted to enter the Installation during the date and time periods indicated on their contractor badge.

7.3.2. Vehicle registration, proof of insurance and a valid driver’s license must be presented for all vehicles while operating on the Installation. All vehicles entering the DAFB

Main Base, Military Family Housing or sensitive areas are subject to search. Any refusal or non- consent by an employee will result in termination of their base access and immediate confiscation of this access badge.

7.3.3. During Force Protection Condition (FPCON) Normal and Alpha, personnel without base issued badges must be sponsored onto the installation.

7.3.4. During FPCON Bravo, Charlie and Delta, personnel without base issued identification shall be physically escorted onto the installation.

7.3.5. During Higher FPCONs (Charlie and Delta) the base will normally curtail non-essential operations/functions; access by non-essential Contract operations will be suspended as the direction of the Installation Commander.

7.3.6. DoD Contractors supporting a Base Service Contract (e.g., Custodial Services, Ground Maintenance, etc.) are highly encouraged to complete AT Awareness

Level I training IAW AFI 10-245, Antiterrorism, Standard 25, by completing the―Force Protection computer based training (CBT) course through the Joint

Knowledge Online (JKO) Learning Management System (LMS) at http://jko.jten.mil/courses/atl1/launch.html for individuals without access to government Non-classified Internet Protocol Router Network (NIPRNET) computer and who do not possess a CAC card.

7.3.7. DoD Contractors or subcontractors without a CAC or who do not have access to a government Non-classified Internet Protocol Router Network (NIPRNET) computer performing construction on the installation should consider completing AT

Awareness Level I training IAW AFI 10-245, Antiterrorism, Standard 25, by completing the― Force Protection computer based training (CBT) course through the Joint Knowledge Online (JKO) Learning Management System (LMS) at http://jko.jten.mil/courses/atl1/launch.html

7.3.8. IMPORTANT: The standalone course MUST be completed on the computer in which it is started. Course progress is not transferable between computers. The standalone course does provide a completion certificate but will not be tracked on

JKO and no record will be maintained. AT Awareness Level I Training should be provided by the requiring unit after contract award or the sponsoring organization.

7.4. FLIGHT LINE DRIVING: Not applicable to this project.

8. ATTACHMENTS

8.1. Attachment 1-Mandatory Verification Schedule: The work listed herein requires mandatory verification by the Government before any follow-on work is allowed to start. The following items require a 24 hour written notice from the Contractor prior to inspection to the

Contracting Officer.

http://jko.jten.mil/courses/atl1/launch.html

WORK

DESCRIPTION

SPECIFICATION

REFERENCE

NOTIFICATION

REQUIRED

DATE

INSPECTION

COMPLETED

Doors 08 24 hrs.

Pavement & Drainage 03,31 24 hrs.

Interior 09,30 24 hrs.

Exterior Walls & Foundation 03, 05, 09,32 24 hrs.

I l>----- -�,M1,, T, i\t

11------+-------------------------------�=·>'-------------------------------------tl

8.2. Attachment 2: B779 Floor Plan ADDITION (Rev. 1)

8.3 Attachment 3: B779 Sliding Door ADDITION (Rev. 1)

Repair Building 779 Exterior Foundation and Wall Repair
TABLE OF CONTENTS
PART I – PROJECT SPECIFIC GUIDANCE
1. SCOPE
3. GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, MATERIAL, AND PROPERTY
PART II – GENERIC REQUIREMENTS
1. GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS
1.1. Department of Defense specifications and criteria located at http://wbdg.org/ffc/dod.
1.2. Air Force specifications and criteria located at http://wbdg.org/ffc/af-afcec.
1.3. Dover Air Force Base Installation Facilities Standards (IFS) is located at http://www.wbdg.org/ffc/af-afcec/installation-facilities-standards-ifs/dover-afb-ifs.
1.4. Dover Air Force Base Design Guide.
2. TABLE OF DELIVERABLES
Instructions: Identified documents are mandatory, the number of copies and delivery dates are shown in the table below.
3. DESIGN REQUIREMENTS
3.1. Pre-Performance Meeting – Will be determined by the Government after contract award. The Government shall conduct a Pre-Performance Meeting at Dover AFB DE. This meeting will include a complete overview of the project and will be presented to the...
3.2. Project Management Plan (PMP) – Due within 15 calendar days after contract award containing the information listed below.
3.2.1. Table of Contents
3.2.2. Team Structure
3.2.3. Quality Control Plan
3.2.4. Safety and Health Plan
3.2.5. Organizational Chart
3.2.6. QCM Appointment Letter
3.3. AF Form 66 – Due 30 days after NTP, reference 4.2.2 for document requirements.
3.4. 50% Design Submittal – Due within 30 calendar days after NTP. To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:
3.4.1. Table of Contents
3.4.2. Executive summary of the scope of all work
3.4.3. Minutes and sign-in sheets of all meetings pertaining to the development of the design
3.4.4. Previous Government review comments and Contractor responses
3.4.5. Design Analysis (Basis of Design) and appropriate engineering calculations
3.4.6. Design drawings and specifications
3.4.7. Schedule of submittals for material approval.
3.5. 50% Design Review Meeting – Due 10 calendar days after the 50% Design Submittal. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on the ...
3.5.1. Meeting attendees and contact information
3.5.2. Review and resolution of design review comments
3.5.3. New business
3.5.4. Schedule
3.6. 90% Design Submittal – Due within 60 calendar days after NTP. To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:
3.6.1. Table of Contents
3.6.2. Executive summary of the scope of all work
3.6.3. Minutes and sign-in sheets of all meetings pertaining to the development of the design
3.6.4. Previous Government review comments and Contractor responses
3.6.5. Design Analysis (Basis of Design) and appropriate engineering calculations
3.6.6. Design drawings and specifications
3.6.7. Schedule of submittals for material approval.
3.7. 90% Design Review Meeting – Due 10 calendar days after the 90% Design Submittal. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on the ...
3.7.1. Meeting attendees and contact information
3.7.2. Review and resolution of design review comments
3.7.3. New business
3.7.4. Schedule
3.8. 100% Design Submittal – Due within 90 calendar days after NTP. To include fully edited specifications, complete drawings, and Basis of Design. Design document submissions shall include the following:
3.8.1. Table of Contents
3.8.2. Executive summary of the scope of all work
3.8.3. Minutes and sign-in sheets of all meetings pertaining to the development of the design
3.8.4. Previous Government review comments and Contractor responses
3.8.5. Design Analysis (Basis of Design) and appropriate engineering calculations
3.8.6. Design drawings and specifications
3.8.7. Schedule of submittals for material approval.
3.9. 100% Design Review Meeting – Due 15 calendar days after the 100% Design Submittal. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on th...
3.9.1. Meeting attendees and contact information
3.9.2. Review and resolution of design review comments
3.9.3. New business
3.9.4. Schedule
4. CONSTRUCTION REQUIREMENTS
4.2. SUBMITTALS
4.3. CONSTRUCTION PROGRESS MEETINGS
4.4. WORKSITE ACTIVITIES AND COORDINATION
4.5. QUALITY CONTROL
4.6. SITE MANAGEMENT
4.7. ENVIRONMENTAL
5. CONTRACT ADMINISTRATION REQUIREMENTS
6. INSPECTIONS
7. SECURITY AND ANTITERRORISM

File details come from the government source that posted it. Updated .