DRAFT_Statement_of_Work.pdf

STATEMENT OF WORK

FORT STEWART PAVING AND ROAD REPAIR

FORT STEWART AND HUNTER ARMY AIRFIELD, GEORGIA

TABLE OF CONTENTS

1 GENERAL REQUIREMENTS

1.1 SCOPE OF WORK

1.2 WORK RESPONSIBILITY

1.3 PERSONNEL

1.4 SECURITY REQUIREMENTS

1.5 SAFETY REQUIREMENTS

1.6 HOURS OF OPERATION

1.7 QUALITY CONTROL

1.8 QUALITY ASSURANCE

1.9 ENVIROMENTAL REQUIREMENTS

1.10 OCCUPANCY

1.11 AS BUILT DRAWINGS

1.12 SUBMITTALS

1.13 ENGINEERING & LAYOUT REQUIREMENTS

1.14 BORROW PIT MATERIALS

1.15 LANDFILL FOR DISPOSAL

2 DEFINITIONS/ACRONYMS

2.1 DEFINITIONS

2.2 ACRONYMS

3 GOVERNMENT FURNISHED PROPERTY AND/OR SERVICES

3.1 USE OF GOVERNMENT FURNISHED PROPERTY/SERVICES

3.2 FACILITIES

3.3 WATER RESOURCES

3.4 ELECTRICAL RESOURCES

3.5 PROPERTY MANAGEMENT SYSTEM

4 CONTRACTOR FURNISHED PROPERTY AND/OR SERVICES

5 SPECIFIC TASKS

5.1

6 APPLICABLE CODES AND STANDARDS

STATEMENT OF WORK

INDEFINITE DELIVERY/INDEFINITE QUANTITY CONTRACT

PAVING AND ROAD REPAIR

FORT STEWART AND HUNTER ARMY AIRFIELD, GEORGIA

1 GENERAL REQUIREMENTS

1.1 SCOPE OF WORK: The Contractor shall furnish all labor, plant, materials, and equipment, to provide road repair and paving as described in the general statement of work and any issued task order statement of work at various locations and tank trails at Fort Stewart and Hunter Army Airfield, Georgia in strict accordance with the specifications and drawings. Upon completion the Contractor shall provide the Government with a complete and useable product.

1.2 WORK RESPONSIBILITY: The Contractor's work responsibility shall include all contractor planning, programming, administration, coordination, and management necessary to provide all work as specified. The work shall be conducted by the Contractor in strict accordance with the contract and all applicable Federal, State, and local laws, regulations, codes, or directives.

The Contractor shall ensure that all work provided meets, or exceeds critical reliability rates or tolerances specified or included in applicable documents. The Contractor shall provide related services such as pre award project development; project management; quality control (QC);

preparation, review, and submission of required deliverables, and performance of all associated administrative work required to satisfy requirements specified under this contract and individual orders.

1.3 PERSONNEL:

1.3.1 The Contractor shall provide a single, Site Superintendent under each resulting task order. The Site Superintendent shall have a minimum of five (5) years’ experience in the construction field with a minimum of three (3) years’ experience in a supervisory position. The candidate for the superintendent position shall possess the particular knowledge, skills, and abilities to successfully perform the duties of the position. The candidate shall have journeyman level experience in an accepted construction trade.

Supervisory experience may run concurrent with general construction experience. The education requirements shall, at a minimum, include a graduate of an accredited technical school in an appropriate field of study relating to an accepted construction trade, equitable qualifications through a recognized union in the construction trades arena, or current or former licensed owner/operator of a business specializing in the construction field.

1.4 SECURITY REQUIREMENTS:

1.5 SAFETY REQUIREMENTS

1.5.1 Contractor shall submit a safety plan and traffic plan to the COR for approval prior to beginning work.

1.5.2 Contractor personnel shall present a neat appearance and wear shirts, safety footwear, and full length pants at all times and meet all OSHA, and EM 385-1-1 requirements.

1.5.3 The Contractor shall provide safety equipment for the safety of employees performing work under this contract. The Contractor shall ensure the employees receive and use protective articles as necessary.

HOURS OF OPERATION

1.5.4 Unless otherwise approved, the Contractor shall be permitted to do the work between the hours of 7:30 a.m. to 4:00 p.m., Monday through Friday, exclusively. Prior to the Contractor performing any work during hours other than those specified, the Contractor shall submit a request to the Contracting Officer’s Representative (COR) for approval by the Contracting Officer (KO). Requests shall be submitted no less than 24 hours prior to the time the Contractor desires to work.

1.6 QUALITY CONTROL

1.6.1 The Contractor shall provide and maintain an effective Quality Control Program that complies with the contract clause entitled "Inspection of Construction" (FAR 52.246-12), the below stated quality control requirements and the quality control requirements stated in the respective section of the specifications.

1.6.2 The Contractor shall establish a quality control system to perform sufficient inspection and test of all items of work, including that of his/her sub-contractors. The quality control system shall ensure conformance with applicable specifications and drawings with respect to materials, workmanship, construction, finish, functional performance, and identification. The quality control system shall be established for all construction except where the technical provisions of the contract provide for specific Government control by inspections, tests, or other means. The Contractor's control system shall specifically include the surveillance and tests required in the technical provisions of the contract specifications. Contractor quality control personnel shall also be charged with the responsibility of policing Contractor's Safety Program. This duty shall be clearly set forth in the quality control program.

1.6.3 The Contractor's quality control system is the means by which he/she assures himself/herself that his/her construction complies with the requirements of the contract plans and specifications. The controls shall be adequate to cover all construction operations, including both on site and off site fabrication and shall be keyed to the proposed construction sequence and shall include as a minimum at least three phases of inspection for all definable items or segments of work as follows:

1.6.4 Preparatory Inspection. To be performed prior to beginning any work on any definable segment, to include a review of contract requirements; a check to assure that all materials and/or equipment have been tested, submitted, and approved; a check to assure that provisions have been made to provide required control testing: examination of the work area to ascertain that all preliminary work has been completed; a physical examination of materials and equipment to assure that they conform to approved shop drawings or submittal data and that all materials and/or equipment are on hand. The Contracting Officer shall be notified at least 48 hours in advance of the preparatory inspection and such inspection shall be made a matter of record in the Contractor's quality control documentation as required by this contract.

1.6.5 Initial Inspection. To be performed as soon as a representative segment of the particular item of work has been accomplished and to include: examination of the quality of workmanship, a review of control testing for omissions, and dimensional requirements.

1.6.6 Follow Up Inspection. To be performed daily or as frequently as necessary to assure continuing compliance with contract requirements, including control testing, until completion of the particular segment of work.

1.6.7 The Contractor shall maintain current records of all inspections and tests performed on an appropriate approved format. These records shall provide factual evidence that the required inspection or tests have been performed, including type and number of inspection or tests involved: results of inspections or tests; nature of defects, causes for rejection, etc.; proposed remedial action: and corrective actions taken. The Contractor shall not build up or conceal any feature of the work containing uncorrected defects, and payment on deficient items will be withheld until they are satisfactorily corrected or other action has been taken as authorized pursuant to the Contract Clause entitled "Inspection of Construction". These records must cover both conforming and defective items and must include a statement that all supplies and materials incorporated in the work are in full compliance with the terms of the contract. Legible copies of these records must be provided to the COR/KO daily. Records shall be also be verified by the Prime Contractor's designated representative daily.

1.6.8 The Contractor shall provide to the KO for approval as soon as practicable, and no later than seven (7) days after receipt of the Notice to Proceed, a Quality Control Plan which shall include the personnel, procedures, instructions, and records to be used. This document shall include, at a minimum:

1.6.8.1 The quality control organization.

1.6.8.2 Qualifications of personnel to be used for this purpose.

1.6.8.3 Authority and specific areas of responsibilities of each of the quality control personnel.

1.6.8.4 Methods of performing quality control inspections including that for his/her subcontractor's work. This requires a statement concerning quality control measures to be used in work described in each technical section of the specifications.

1.6.8.5 Designation how testing shall be performed by an industry recognized testing laboratory.

1.6.8.6 Latest calibration data for concrete testing machines and Marshall Machine where applicable. Name and qualifications of each employee designated for the performance of specific types of tests. A list of the control tests which the Contractor understands that he is to perform, not only by name, but also by numerical designation, together with a statement to the effect that the laboratory has a copy of each such procedures, and has facilities and serviceable testing equipment to perform these tests.

1.6.8.7 The Contractor's understanding of the procedures to follow if the test result indicate lack of compliance with the specification requirements.

1.6.8.8 A copy of a letter of direction to the Contractor's representative responsible for quality control, outlining his/her duties and responsibilities, and signed by a responsible officer of the firm.

1.6.9 Before construction operations are commenced, the Contractor shall meet with the KO and COR and discuss his Quality Control Plan. The meeting shall develop mutual understanding relative to details of the system, including the forms to be used for recording the quality control operations, inspections, administration of the system, and the interrelationship of Contractor and Government Inspection.

1.6.10 No construction and/or off-site fabrication shall be started until the Contractor's Quality Control Plan is approved by KO. Construction of any feature of the work will only be permitted after approval of the Quality Control Plan, or at least approval of that portion of the plan applicable to the specific feature of the work. As a rule, except for the start of the construction period, quality control of test techniques shall be approved by the KO prior to the application. No payment estimate will be processed by the KO. The Contractor shall notify the KO in writing of any proposed changes to this inspection system; no such change shall be implemented prior to approval in writing by the KO.

1.6.11 If recurring deficiencies in an item indicate that the quality control system is not adequate, such corrective actions shall be taken as directed by the KO.

1.6.12 In the event the Contractor utilizes the service of a commercial testing laboratory, the KO reserves the right to check laboratory equipment for compliance with the standards set forth in the contract specifications and to check the laboratory technician's testing procedures and techniques.

1.6.13 The Contracting Officer reserves the right to utilize the Contractor's control testing laboratory and equipment to make spot tests and to check the Contractor's testing procedures, techniques, etc.

1.7 QUALITY ASSURANCE

1.7.1 The COR will evaluate the Contractor’s performance under this contract in accordance with the Quality Assurance Surveillance Plan (QASP). This plan is primarily focused on what the COR must do to ensure that the Contractor has performed in accordance with the performance standards. It defines how the performance standards will be applied, the frequency of surveillance, and the minimum acceptable defect rate(s). When an observation indicates defective performance, the COR will require the Contractor or designated on-site superintendent to initial the observation to acknowledge the defective performance. The acknowledgement of the observation does not necessarily constitute Contractor concurrence with the observation, only that the Contractor has been made aware of the defective performance

1.8 ENVIRONMENTAL REQUIREMENTS

1.9 OCCUPANCY

1.9.1 The areas in which the work is to be done will be occupied during the performance of work under this contract. The Contractor shall not receive any additional compensation due to the condition brought about by this occupancy and usage by the Government. It shall be the Contractor's responsibility to coordinate with the COR to schedule and perform his work in such a manner as to create the least possible interference with the conduct of normal activities within the areas. The Contractor shall not block more than one access of the building(s) at any time, nor shall they disrupt the existing parking arrangement to any of the building(s) parking areas.

1.10 AS BUILD DRAWINGS

1.10.1 The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The Contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink (redline prints) and note date when these changes occurred, but no less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

1.10.2 Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

1.10.3 Any shop drawings that constitute part of the design shall be included with the record drawings.

1.10.4 The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the COR for KO approval. Once these provisional master/record (redline construction drawing) prints have been approved by the KO, the COR will obtain a compact disc (CD) of computer generated construction drawings from the DPW Engineering Service Division, Building 1114 at Ft. Stewart or Building 1021 at Hunter AAF, as applicable. The Contractor shall then transfer all corrections from redline construction drawing prints to the CD of computer generated construction drawings.

Corrections done shall be in McroStation “.dgn” format. The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The Contractor shall then submit AS-BUILT CD of computer generated drawing and one (1) AS-BUILT hardcopy with Contractor’s redline corrections to the COR to ensure accuracy that all corrections made were transferred from redline construction drawing prints to AS-BUILT hardcopy prints. Once the KO approves the AS-BUILT hardcopy prints, the COR will then turn them over to the DPW/ ESD/ Drafting section for final approval of AS-BUILT CD of computer generated drawings, and at this time the Contractor can receive final payment.

1.11 SUBMITTALS

1.11.1 The following shall be submitted to the KO for approval at the preconstruction meeting:

1.11.2 Certificate of Compliance. The Contractor shall furnish in triplicate, any manufacturer's certificates required for demonstrating proof of compliance of materials with technical specification requirements in this contract. Each certificate shall be signed by an authorized officer of the manufacturing company and shall contain the name and address of the Contractor, the project name and location and the quantity and dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date of the tests to which the report applies. Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if after tests are performed on selected samples, the material is found not to meet the specific requirements.

1.11.3 Samples. The Contractor shall furnish samples of materials for approval, demonstrating proof of compliance of materials pertaining to the applicable sections of the technical specification requirements.

1.11.4 Descriptive Data. The Contractor shall furnish the manufacturer's descriptive data, installation, and maintenance instructions, for approval, as required by the applicable sections of the technical specifications.

1.11.5 Test Reports. The Contractor shall furnish copies of test reports, for approval, as required by the applicable sections of the technical specifications.

1.11.6 Shop Drawings. The Contractor shall furnish shop drawings for approval, and shall consist of illustrations, schedules, performance charts, instructions, brochures, diagrams, drawings, and other information to illustrate and/or demonstrate compliance to the applicable sections of the technical specifications.

1.12 ENGINEERING & LAYOUT REQUIREMENTS

1.12.1 General survey and layout requirements for existing roadways overlays, roadway widening, drainage structures and parking lot overlays shall be part of Contractors bid.

Where layout and engineering work will be required for establishing new roadway, parking lots and site work the Contractor and Government representative will reach an agreed time frame during the scoping of project. This cost will be covered by the Engineering and Layout bid item shown on bid schedule.

1.13 BORROW PIT MATERIAL

1.13.1 Borrow pit material will be available at Ft. Stewart only. No borrow pit material will be available on Hunter AAF.

1.14 LANDFILL FOR DISPOSAL

1.14.1 No landfill area will be available for use by the Contractor at Ft. Stewart or Hunter AAF.

2 DEFINITIONS/ACRONYM

2.1 DEFINITIONS

2.1.1. CONTRACTOR. A supplier or vendor awarded a contract to provide specific supplies or service to the Government. The term used in this contract refers to the prime.

2.1.2. CONTRACTING OFFICER (KO). A person with authority to enter into, administer, and/or terminate contracts, and to make related determinations and findings on behalf of the Government. Note:

The only individual who can legally bind the Government.

2.1.3. CONTRACTING OFFICER'S REPRESENTATIVE (COR). An employee of the U.S. Government appointed by the contracting officer to administer the contract. Such appointment shall be in writing and shall state the scope of authority and limitations. This individual has authority to provide technical direction to the Contractor, as long as that direction is within the scope of the contract, does not constitute a change, and has no funding implications. This individual does NOT have authority to change the terms and conditions of the contract.

2.1.4. CONTRACTOR PERSONNEL. Contractor and subcontractor employees performing working under this contract.

2.1.5. KEY PERSONNEL. Contractor employees who are critical for achieving SOW objectives. Key personnel shall meet position qualification and experience requirements indicated in the SOW. When key personnel qualifications are used as an evaluation factor in “Best Value” procurement, the Contracting Officer is the only one authorized to concur with key personnel replacement after award of the contract.

When proposed key personnel resumes are used as an evaluation factor in best value procurement, a letter of commitment may be required from the individual whose resume is provided.

2.1.6. PHYSICAL SECURITY. Actions that prevent the loss or damage of government property. The Government will not be held responsible for loss or damage to unsecured contractor property.

2.1.7. QUALITY ASSURANCE. A planned and systematic pattern of all actions necessary to provide confidence that adequate technical requirements are established; products and services conform to established technical requirements; and satisfactory performance is achieved. For the purposes of this document, quality assurance refers to actions by the Government.

2.1.8. QUALITY ASSURANCE SURVEILLAND PLAN (QASP). The Government’s organized written document specifying the surveillance methodology to be used for surveillance of Contractor performance.

2.1.9. QUALITY CONTROL. All necessary measures taken by the Contractor to assure that the quality of an end product or service shall meet contract requirements.

2.1.10. SUBCONTRACTOR. One that enters into a contract with a prime Contractor. The Government does not have privity of contract with the subcontractor.

2.1.1. WORK DAY. The length of time during a day in which the Contractor provides services, in accordance with the contract. Also referred to as Business Day.

2.1.12. WORK WEEK. Monday through Friday, unless otherwise specified.

2.2. ACRONYMS:

2.2 ACRONYMS:

AAF Army Airfield AFARS Army Federal Acquisition Regulation Supplement AR Army Regulation CD Compact disc CFR Code of Federal Regulations CONUS Continental United States (excludes Alaska and Hawaii) COR Contracting Officer Representative DA Department of the Army DD250 Department of Defense Form 250 (Receiving Report) DD254 Department of Defense Form 254 DD1466 Building Pass DFARS Defense Federal Acquisition Regulation Supplement DOD Department of Defense DPW Directorate of Public Works ESD Engineering Service Division FAR Federal Acquisition Regulation GDOT Georgia Department of Transportation Standard Specifications GFE Government Furnished Equipment GFM Government Furnished Material GFP Government Furnished Property IAW In accordance with KO Contracting Officer MUTCD Manual on Uniform Traffic Control Devices OCI Organizational Conflict of Interest OCONUS Outside Continental United States (includes Alaska and Hawaii) POC Point of Contact PMS Property Management System QA Quality Assurance QAP Quality Assurance Program QASP Quality Assurance Surveillance Plan QC Quality Control QCP Quality Control Plan TE Technical Exhibit

3 GOVERNMENT FURNISHED PROPERTY AND/OR SERVICES:

3.1 USE OF GOVERNMENT FURNISHED SERVICES

3.1.1 Use of Government furnished services shall be limited to performance of this contract.

3.2 FACILITIES

3.2.1 If the scope of a project requires an extended presence by the Contractor at a given site, it is the Contractor's responsibility to provide any necessary trailers and/or storage rooms to house staff personnel, materials, and equipment used in performance of this contract. The Contractor shall provide and post a neatly lettered sign identifying the company name, telephone number(s) and emergency telephone number(s).

3.3 WATER RESOURCES

3.3.1 Water will be furnished at no cost to the Contractor from a fire hydrant designated by the

COR or authorized representative and located within a reasonable proximity to the work area. The Contractor shall install a gate valve and a back-flow prevention device on the fire hydrant tap. The Contractor shall furnish all equipment, material, and labor required to obtain and deliver water from the designated fire hydrant to the work area(s).

3.4 ELECTRICAL RESOURCES

3.4.1 Primary electrical distribution system infrastructure is owned by a utility company. They own from primary feeders, distribution transformers and secondary feeders up to the building’s service entrance. The Contractor shall be responsible for associated costs of repairing any existing utility damaged during construction.

4 CONTRACTOR FURNISHED PROPERTY AND/OR SERVICES

4.1 The Contractor shall furnish all supplies, equipment, facilities and services required to perform work under this contract and any resultant delivery order that are not listed under Section 3.

5 SPECIFIC TASKS

5.1 The work includes, but is not restricted to, the following items:

5.1.1 Proper, adequate and proficient supervision shall be provided by the Contractor throughout all phases of work;

5.1.2 Repair and overlay pavement to include pothole repair, crack repair, widening existing roads, and installing slurry seal treatments. This work may contain requirements for milling of pavement. Additional requirements for constructing, raising or repairing manholes/inlets and valves;

5.1.3 Constructing or replacing headwalls, sidewalks, curbs and gutters. Additional requirements for utility road crossing repairs to include demolition and construction.

5.1.4 Installing reflective paint and thermoplastic paint striping, arrows, handicap markings and letters as shown. Additional requirements for removal and installing street signs and pavement markings. All work shall follow the requirements of the Manual on Uniform Traffic Control Devices (MUTCD);

5.1.5 Installation of concrete and corrugated metal pipe to include excavation, backfilling and compaction;

5.1.6 Construct new parking lots, roadway and related drainage structures;

5.1.7 Remove and install fencing;

5.1.8 Placement of new concrete to include slabs, sidewalks and related items;

5.1.9 Establish grass and erosion control on job sites;

5.1.10 Modify existing traffic light signal system and install new traffic light signal system at intersections;

5.1.11 All demolition includes hauling and disposal of material. Disposal will be off the government installation.

5.2 Contractor shall inform the COR in writing ten (10) days before work is to begin.

6 APPLICABLE CODES AND STANDARDS

The Contractor shall perform all work required under this contract in accordance with the latest revision/edition of the following referenced codes and standards. The term “Latest Revision/Edition” is defined as the version as of the project award date.

- Georgia Department of Transportation Standard Specifications (GDOT)

- US Department of Transportation, Federal Highway Administration, “Manual on Uniform Traffic Control

Devices for Streets and Highways (MUTCD)”.

- Department of Army Regulations (AR): AR 385-40, "Safety-Accident Reporting and Records"

- U.S. Army Corps of Engineers (USACE), EM 385-1-1, "Safety and Health Requirements Manual".

- Engineering and Construction Bulletin (ECB) 2012-28: Marking of Army Airfields and Heliports.

- Engineering Technical Letter (ETL) 04-2: Standard Airfield Pavement Marking Schemes, with Change 1.

- Engineering Technical Letter (ETL) 1110-5-555: Army Airfield and Heliport Markings.

- 02 41 00 Demolition

- 03 01 32 Misc. Concrete

- 03 20 01.00 10 Concrete Reinforcement

- 03 30 00 Cast In Place Concrete

- 10 14 01 Highway Sign

- 31 11 00 Clear and Grub

- 31 23 00.00 20 Earthwork, Excavation and Fill

- 31 23 23.33 Flowable Fill

- 32 01 11.51 Remove Rubber Airfield

- 32 01 13 Bituminous Seal Coat

- 32 01 17.16 Seal Cracks Pavement.

- 32 01 19 Field Molded Sealants

- 32 12 16 Bituminous Pavements

- 32 16 13 Sidewalks and Curbs

- 32 17 23.00 20 Pavement Marking Thermoplastic

- 32 17 23 00 30 Pavement Marking Paint

- 32 17 23.00 35 Airfield Pavement Marking -. 32 31 13 Chain Link Fence

- 32 31 14 Chain Link Cantilever Gates

- 32 92 19 Seeding

- 32 92 23 Sodding

- 33 11 00 Water Distribution

- 33 40 00 Storm Drainage

- 34 41 26.00 11 Traffic Signal

- 34 71 13.19 Guard Rail