Attach_L-1 _SOW_EEPZ_15-2003J_Repair_Lockhart_St_REV_1.pdf

Attachment L-1 FA3022-15-R-0009

STATEMENT OF WORK

FOR

EEPZ 15-2003J

Repair Lockhart Street

24 Feb 15

30 APR 15 REVISION

CHANGE IS HIGHLIGHTED IN YELLOW

1. GENERAL REQUIREMENTS.

1.1. Scope of Work: The contractor shall furnish all plant, labor, material, equipment, and transportation required to repair Lockhart Street (100% Full Depth Replacement). All work shall be accomplished in accordance with the Paving and Civil Works IDIQ specifications and this Statement of Work. Performance shall be according to the standards contained herein with particular attention to the specific tasks outlined in paragraph 4 of this SOW. If specific instructions or requirements are not provided, commercial standards of services and best business practices are acceptable.

1.2. Personnel. The contractor shall furnish all supervision and labor necessary to perform construction services outlined in the SOW. All contractor employees shall be able to read, speak and write in English. The contractor may not hire off duty Government Quality Assurance Evaluators (QAE) or any other person whose employment would result in a conflict with the Department of the Air Force (AF) Standards of Ethical Conduct Rules. Any personnel appearing to be under the influence of alcohol or drugs or using abusive language shall be replaced with qualified personnel for completion of services being performed.

1.3. All work performed under this contract shall be completed by contractor personnel (or subcontractors) who are fully trained in the tasks required in the SOW. Such workers shall not receive on the job training. The contractor shall be responsible for the conduct of their employees performing under this contractor.

1.4. Contractor personnel shall present a neat appearance and be easily recognized. This may be accomplished by wearing distinctive clothing bearing the name of the company or by wearing appropriate badges that contain the company name and employee name. Personnel shall not wear garments with language that may be offensive to anyone. Contractor personnel shall not wear outer garments that are torn and allow undergarments to show.

1.5. WORK SCHEDULE: Starting date is 10 calendar days after written notice to proceed and must be completed within 120 calendar days of commencement of work. Work is to be scheduled and accomplished as to provide a minimum of disruption to the mission of the unit.

1.6. SITE VISIT: It is the intent of the Government that all prospective offerors visit the project site prior to submitting a quotation. Failure to visit the project site will not disqualify an offeror; however, the offeror acts at their own risk and will not be relieved from complying with the terms and conditions of any resultant contract by reason of such failure. In no event will a failure to inspect the site constitute grounds for a claim after award.

The Site visit is scheduled for 22 Apr 15, at 9:00 a.m. CDT.

Participants will meet at:

Visitors Center Columbus AFB MS 39710

Please notify the contract specialist by 11:00 a.m. CDT, 17 Apr 15, if you are planning to attend the site visit at the following e-mail addresses: michael.meggs.2@us.af.mil and michael.schneider.26@us.af.mil.

mailto:michael.meggs.2@us.af.mil mailto:michael.schneider.26@us.af.mil

1.7. INSPECTION: Inspection will be by 14 CES/CEPM, Columbus AFB, Mississippi. The contractor will notify no less than three (3) days prior to starting work.

1.8. WORK AREA/SITE: The street will be unoccupied during accomplishment of work. Interference with and inconvenience to the flow of traffic on adjacent streets shall be held to a minimum. The contractor is responsible for providing such coverings, shields, and barricades as required to protect the surrounding area from dust, debris, weather intrusion, or other damages resulting from the required work/construction. THE JOB SITE WILL BE

CLEANED AT THE END OF EACH AND EVERY WORKDAY.

1.9. WORK LOCATION: Lockhart Street, Columbus AFB, MS

1.10. GOVERNMENT MATERIALS: NONE.

1.11. HOURS OF WORK: The contractor shall accomplish this work between the hours of 7:30 AM and 4:30 PM, Monday through Friday. No work will be done on weekends or Federal holidays without prior written approval of the contracting officer.

1.12 CONSTRUCTION PLAN:

1.12.1. The contractor will ensure proper setup of traffic control items as needed per traffic control plan prior to start of construction.

1.12.2. The contractor will ensure proper installation of pavement per the SOW, specifications, and applicable codes and regulations.

1.13. SAFETY AND TRAFFIC CONTROL PLAN:

1.13.1. Provide adequate lighting for safe work area and personnel noise protection as required while engaged in work. There may be hazardous materials associated with this project. Contractor shall be responsible for the installation and work. Contractor shall install proper construction markings, traffic marshal and traffic control items during work in progress. Contractor shall maintain a hazard free work area during daily operations. Contractor shall provide notice to the CO prior to starting any work under this project.

1.14. SUBMITTALS: See Form 66 (attached)

1.15. WARRANTIES: A warranty on workmanship for one (1) year must be provided. Manufacturer’s warranty on parts and/or materials must be provided at the time of work completion. All work will be accomplished in the most favorable industry standards/practices and installation will be in accordance with any manufacturer’s specifications/recommendations/guidelines.

1.16. CONTRACTING OFFICER REPRESENTATIVE (COR): The COR will be identified by separate letter.

The COR monitors all technical aspects of the contract and assists in contract administration. The COR is authorized to perform the following functions: assure that the contractor performs the technical requirements of the contract;

perform inspections necessary in connection with contract performance; maintain written and oral communications with the contractor concerning technical aspects of the contract; issue written interpretations of technical requirements, including government drawings, designs, specifications; monitor contractor's performance and notify both the Contracting Officer (CO) and contractor of any deficiencies; coordinate availability of government furnished property; and provide site entry of contractor personnel. A letter of designation issued to the COR, a copy of which is sent to the contractor, states the responsibilities and limitations of the COR, especially with regard to changes in cost or price, estimates or changes in delivery dates. The COR is not authorized to change any of the terms and conditions of the resulting order.

1.17. MAGNITUDE OF THE REQUIREMENT: The magnitude of the requirement in terms of physical characteristics and estimated price range is between $250,000 and $500,000.

1.18. DESIGN:

1.18.1. The design concept is outlined within this Statement of Work. Contractor shall verify all dimensions, calculations and code requirements for all elements of work. Contractor is responsible for ensuring constructibility and code compliance.

1.18.2. Approximate dimensions are provided to the contractor by the Government, but their accuracy is not guaranteed. The contractor shall do his own field investigations of the utilities and other items in the area and base his field verification to the design concept accordingly.

1.19. SCHEDULING:

1.19.1. The area will require special coordination with base security forces and construction management. Before start of construction, the following information must be supplied to the CO: start and completion dates, entry access list of all workers, address and contact numbers of all prime and subcontractors, traffic control plan for Government approval, and a detailed map of the construction area. All work must be scheduled in advance with the Government.

1.20. OTHER:

1.20.1. The contractor shall immediately notify the CO and secure any documents found with classified, “For Official use Only” (FOUO), or personal information. The CO will direct disposition of these documents.

2. CONTRACTOR FURNISHED PROPERTY. The contractor shall furnish all the supplies, labor, materials, and equipment needed to perform the tasks called for in the SOW without any exception being taken by the Government.

3. GOVERNMENT-FURNISHED PROPERTY AND SERVICES. The Government will not provide any supplies, labor, materials or equipment for this project.

3.1. Emergency Medical Treatment. Medical services for contractor personnel are the responsibility of the contractor. For emergency ambulance service, call 911. In such circumstances, action shall be taken to transfer employees of the contractor to a civilian health care provider as soon as the emergency period ends.

4. SPECIFIC TASKS: The follow performance criteria shall be met:

4.1. Construction will begin at the intersection of Independence Avenue and Lockhart Street (on the Independence Avenue side of the utility cut) and end at the intersection of Lockhart Street and Simler Blvd (on the Simler Blvd side of the utility cut) – Reference Figure 1 (Location and Haul Route), Figure 2, Figure 3 and Figure 4.

4.2. All material lab and testing work shall be performed by an approved commercial testing laboratory.

4.3. Remove and replace curb storm drain inlet boxes and storm drain pipe in locations indicated in Figure 5 (2 inlet boxes and approx. 280 linear feet of 36 inch drain pipe). New storm drain boxes shall be pre-cast concrete and storm drain pipe shall be corrugated HDPE. Work will include pipe bedding system, soil backfill and compaction of pipe trench and around inlet boxes, and reshaping and re-sodding all disturbed grass areas.

Information on existing inlets R-125 and R-126 are shown in Figure 6, Figure 7 and Figure 8.

4.4. Remove and replace approximately 377 total linear feet of curb and gutter in locations indicated in Figure

9. Work will include rebuilding base course with 6 inch limestone base and reshaping and re-sodding areas disturbed behind new curbing.

4.5. Provide full depth replacement of asphalt structure in area indicated in Figure 2.

4.6. Saw-cut asphalt at intersections, drives and end points of construction to ensure clean and even transitions between old and new asphalt.

4.7. Remove existing asphalt (approx. 5 inch thickness).

4.8. Excavate to allow for placement of 12 inches of sand fill material (compact in 6 inch lifts – compact subgrade to minimum 95% density), 6 inch limestone base (compact to minimum 100% density), 3 inch asphalt base course, tack coat, and 2 inch asphalt surface course. A typical cross section of the new road structure is depicted in Figure 10. Unsuitable excavated material will be discarded off base.

4.9. All grades should match existing curb and gutter and existing roadway/driveways at intersections.

4.10. Provide new markings to match existing.

4.11. Provide new blue reflective fire hydrant marker.

4.12. Provide traffic control items and traffic control plan.

4.13. Any damage that occurs to existing pavement, vegetation, or equipment as the result of contractor’s operations shall be repaired at the contractor’s expense.

4.14 At the conclusion of the project the Contractor will be responsible to compile and furnish to the Contracting Officer (CO), DD Form 1354, indicating all costs and quantity data of materials and systems furnished and installed. A list of items for which the costs and quantity data is required will be furnished to the Contractor. Such information will be returned to the CO within 10 days from the receipt of the list. DD Form 1354 itself will be provided by the CO.

Figure 1

Figure 2

Figure 3

Figure 4

Figure 5

Figure 6

Figure 7

Figure 8

** Typical Detail for Existing Inlet box R-126 **

Figure 9

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La ne s a re a pp ro x.

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2’ a s i nd ic at ed

24 Feb 15