11-B-0004 Attch 1 SOW.pdf

PDF 352 KB Posted

Attached to
FA3047-11-B-0004-Design-Build, Repair Gas Mains (9000 & 10000 Areas)
Solicitation number
FA3047-11-B-0004-GasMains-9000-10000areas
Issued by

About this file

FA3047-11-B-0004 Attachment 1 Statement of Work

View the file

Other files

Show all 29

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

FA3047-11-B-0004

Attachment 1

STATEMENT OF WORK

MPLS069041

DESIGN BUILD REPAIR OF GAS MAINS

9 Feb 2011

1. PROJECT SCOPE

Contractor shall provide a complete design (Title I services A & B) for the replacement of approximately 10,000 linear feet of gas main piping in the 9000 and 10000 Areas. All work shall be in conformance with the drawings and specifications and applicable codes, standards and regulations and shall include the furnishing of all materials, labor, plant, tools, equipment, and services necessary and incidental thereto. The work required to be performed by the contractor shall consist of but is not limited to the following principal items:

1.1 DESIGN

Contractor shall provide a complete design for the replacement of gas mains. The design shall consist of plans, specifications, design analysis and cost estimate. A design package shall be submitted at the 65% and 95% stages of design. The 65% design submittal will be reviewed and accepted by the government prior to continuation to 95%. Construction will commence upon acceptance of the 95% design submittal. See item 35- DELIVERABLES of this Statement of

Work.

1.2 GAS MAIN REPLACEMENT

Existing gas piping shall be abandoned in place. Contractor shall install approximately 5800 linear feet of 6” polyethylene pipe, approximately 1800 linear feet of 4” polyethylene pipe, approximately 850 linear feet of 2” polyethylene pipe and approximately 1300 linear feet of 1-

1/4” polyethylene pipe as shown on project location map at figure 1. Contractor shall replace two regulator stations as shown on figure 1. Contractor shall relocate approximately 20 service lines from existing mains to new mains. Contractor shall replace existing service valves with a new polyethylene valve at each service. Contractor shall replace approximately 20 main line isolation valves with polyethylene valves. Contractor shall restore excavated areas to existing conditions.

Contractor shall provide all materials, labor, plant, tools equipment and services necessary to provide a complete and fully functioning system in compliance with design drawings, specifications and submittal register and in conformance with all applicable codes, standards and regulations.

The gas piping and components being replaced under this contract are old and in deteriorated condition and in the case of 1-1/4” pipe PVC pipe. The contractor shall accomplish incidental repairs such as class 3 leaks and replacement of inoperative valves as necessary to accomplish work under this contract.

Figure 1 – Project location (see attachment)

1.3 NOT USED

1.4. CODES AND REGULATIONS

1.4.1. All work shall be accomplished in accordance with:

UFC 3-340-09 Exterior Mechanical Utility Distribution.

MIL-HDBK 1003/8A Exterior Distribution of Steam, High Temperature Water, Chilled

Water , Natural Gas and Compressed Air

AFI 32-1069 Gas Supply and Distribution

All applicable codes, standards, regulations and criteria.

2. GENERAL

Applicable provisions of the Contract Clauses of the contract will govern work under each section of these specifications.

2.1. GENERAL REQUIREMENTS

2.1.1. Site Plan

The Contractor shall prepare a site plan indicating the proposed location and dimensions of any area to be fenced and used by the Contractor, the number of trailers to be used, avenues of ingress/egress to the fenced area and details of the fence installation. Any areas which may have to be graveled to prevent the tracking of mud shall also be identified. The Contractor shall also indicate if the use of a supplemental or other staging area is desired.

2.1.2. Identification of Employees

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the

Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting

Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. All contractor and sub-contractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

2.1.3. Employee Parking

Contractor employees shall park privately owned vehicles in an area designated by the

Contracting Officer. This area will be within reasonable walking distance of the construction site. Contractor employee parking shall not interfere with existing and established parking requirements of the military installation.

2.1.4. Job Site Tools and Equipment

All hand tools and equipment shall be maintained in good working condition and properly stored when not in use. Construction attire shall be in accordance with applicable OSHA regulations.

2.2. AVAILABILITY AND USE OF UTILITY SERVICES

2.2.1. Payment for Utility Services

The Government will make all reasonably required utilities available to the Contractor from existing outlets and supplies, as specified in the contract. The Contractor shall carefully conserve any utilities furnished without charge.

2.2.2. Meters and Temporary Connections

The Contractor, at its expense and in a manner satisfactory to the Contracting Officer, shall provide and maintain necessary temporary connections, distribution lines, and meters required to measure the amount of each utility used. The Contractor shall notify the Contracting Officer, in writing, 5 working days before final electrical connection is desired so that utilities can be established.

2.2.3. Advance Deposit

An advance deposit for utilities consisting of an estimated month's usage or a minimum of

$50.00 will be required. The last monthly bills for the fiscal year will normally be offset by the deposit and adjustments will be billed or returned as appropriate. Services to be rendered for the next fiscal year, beginning 1 October, will require a new deposit. Notification of the due date for this deposit will be mailed to the Contractor prior to the end of the current fiscal year.

2.2.4. Final Meter Reading

Before completion of the work and final acceptance of the work by the Government, the

Contractor shall notify the Contracting Officer, in writing, 5 working days before termination is desired. The Government will take a final meter reading, disconnect service, and remove the meters. The Contractor shall then remove all the temporary distribution lines, meter bases, and associated paraphernalia.

2.2.5. Sanitation

The Contractor shall provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer. Government toilet facilities will not be available to Contractor's personnel.

2.2.6. Telephone

The Contractor shall make arrangements and pay all costs for telephone facilities desired.

2.3. BULLETIN BOARD, PROJECT SIGN, AND PROJECT SAFETY SIGN

2.3.1. Bulletin Board

Immediately upon beginning of work, the Contractor shall provide a weatherproof glass-covered bulletin board not less than 915 by 1220 mm (36 by 48 inches) in size for displaying the Equal

Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage

Rate Information poster, and other information approved by the Contracting Officer. The bulletin board shall be located at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer. Legible copies of the aforementioned data shall be displayed until work is completed. Upon completion of work the bulletin board shall be removed by and remain the property of the Contractor.

2.3.2. Project and Safety Signs

The requirements for the signs, their content, and location shall be as shown on the drawings.

The signs shall be erected within 15 days after receipt of the construction notice to proceed. The data required by the safety sign shall be corrected daily, with light colored metallic or non-metallic numerals. Upon completion of the project, the signs shall be removed from the site.

2.4. MAINTENANCE OF TRAFFIC –

Contractor shall comply with all applicable traffic and safety criteria as necessary to minimize the disruption of traffic during construction.

2.5. CONTRACTOR'S TEMPORARY FACILITIES

2.5.1. Administrative Field Offices

The Contractor shall provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

2.5.2. Storage Area

The Contractor shall construct and maintain a temporary 6-foot high chain link fence around project site perimeter, trailers and stored materials. The fence shall include woven privacy fabric, 90%-density, bound edging with brass 1”-grommets fastening locations; factory cut wind-holes;

color: dark brown, so that visibility through the fence is obstructed. Fence fabric shall be installed on the “public” side of the site‟s construction fence and maintained in a neat and tight fashion onto the fence. Fence fabric damaged during the construction phase shall be replaced at the direction of the Contracting Officer. Fence fabric material color shall be submitted to the

Base Civil Engineer Project Manager for approval. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Trailers, materials, or equipment shall not be placed or stored outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the military boundaries. Trailers, equipment, or materials shall not be open to public view with the exception of those items which are in support of ongoing work on any given day. Materials shall not be stockpiled outside the fence in preparation for the next day's work.

Mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment, shall be parked within the fenced area at the end of each work day.

2.5.3. Supplemental Storage Area

Upon Contractor's request, the Contracting Officer will designate another or supplemental area for the Contractor's use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but shall be within the military boundaries. Fencing of materials or equipment will also be required at this site; and the Contractor shall be responsible for cleanliness and orderliness of the area used and for the security of any material or equipment stored in this area. Utilities will not be provided to this area by the Government.

2.5.4. Appearance of Trailers

Trailers utilized by the Contractor for administrative or material storage purposes shall present a clean and neat exterior appearance and shall be in a state of good repair. Trailers which, in the opinion of the Contracting Officer, require exterior painting or maintenance will not be allowed on the military property.

2.5.5. Maintenance of Storage Area

Fencing shall be kept in a state of good repair and proper alignment. Should the Contractor elect to traverse, with construction equipment or other vehicles, grassed or unpaved areas which are not established roadways, such areas shall be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways; gravel gradation shall be at the Contractor's discretion. Grass located within the boundaries of the construction site shall be mowed for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers shall be edged or trimmed neatly.

2.5.6. New Building

In the event a new building is constructed for the temporary project field office, it shall be a minimum 3.6 m (12 feet) in width, 5 m (16 feet) in length and have a minimum of 2.1 m (7 feet) headroom. It shall be equipped with approved electrical wiring, at least one double convenience outlet and the required switches and fuses to provide 110-120 volt power. It shall be provided with a work table with stool, desk with chair, two additional chairs, and one legal size file cabinet that can be locked. The building shall be waterproof, shall be supplied with heater, shall have a minimum of two doors, electric lights, a telephone, a battery operated smoke detector alarm, a sufficient number of adjustable windows for adequate light and ventilation, and a supply of approved drinking water. Approved sanitary facilities shall be furnished. The windows and doors shall be screened and the doors provided with dead bolt type locking devices or a padlock and heavy duty hasp bolted to the door. Door hinge pins shall be non-removable. The windows shall be arranged to open and to be securely fastened from the inside. Glass panels in windows shall be protected by bars or heavy mesh screens to prevent easy access to the building through these panels. In warm weather, air conditioning capable of maintaining the office at 50 percent relative humidity and a room temperature 11 degrees C (20 degrees F) below the outside temperature when the outside temperature is 35 degrees C (95 degrees F) shall be furnished. Any new building erected for a temporary field office shall be maintained by the Contractor during the life of the contract and upon completion and acceptance of the work shall become the property of the Contractor and shall be removed from the site. All charges for telephone service for the temporary field office shall be borne by the Contractor.

2.5.7. Security Provisions

Adequate outside security lighting shall be provided at the Contractor's temporary facilities. The

Contractor shall be responsible for the security of its own equipment; in addition, the Contractor shall notify the appropriate law enforcement agency requesting periodic security checks of the temporary project field office.

2.5.8. Removal of Temporary Fence

The contractor shall remove the temporary fence upon completion and acceptance of the project.

In case the fence needs to be removed for the completion of obstructed areas, such as landscaping, the site shall remain in neat appearance with all proper barricades, as specified.

2.6. GOVERNMENT FIELD OFFICES (NOT USED)

2.7. PLANT COMMUNICATION

Whenever the Contractor has the individual elements of its plant so located that operation by normal voice between these elements is not satisfactory, the Contractor shall install a satisfactory means of communication, such as telephone or other suitable devices. The devices shall be made available for use by Government personnel.

2.8. TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, the Contractor shall furnish and erect temporary project safety fencing at the work site.

The Contractor shall also furnish and install hazard safety fencing at temporary hazards and work site areas considered to be hazardous to the public. Caution tape shall not be used as a temporary means of fencing. In lieu of caution tape sawhorse traffic barricades (Type I or II) with tightly strung yellow rope may be used on a limited basis. The safety fencing shall be a high visibility

OSHA orange colored, high density polyethylene 1.5” x 3” oval grid or approved equal, a minimum of 48 inches high, supported and tightly secured to steel posts located on maximum 6-foot centers, constructed at the approved location. The temporary safety fencing shall be maintained by the Contractor during the periods listed below. Upon completion and acceptance of the work, the fencing shall become the property of the Contractor and shall be removed from the work site.

2.8.1. DURATION OF TEMPORARY SAFETY FENCING

The following durations for the use of specific safety barriers shall be used as a guideline. The

Contracting Officer may dictate longer or shorter periods as required for project specific work.

a) Sawhorse traffic barricades with tightly strung yellow rope not to exceed a 24-hour period.

b) Traffic cones not to exceed 3-days (excluding road construction.

c) Traffic barricades and safety fencing not to exceed 14-days (excluding road construction).

2.9. CLEANUP

At the end of each working day the Contractor shall clean up the work site by the removal of all construction debris, waste materials, packaging material and the like. If the before mentioned items could become airborne they shall be placed in refuse containers immediately. Clean up the work site shall include the construction area(s), construction office area(s), material storage area

(s), parking and eating area(s), and any other area(s) affected by the construction process. Any dirt or mud which is tracked on to any Base street, parking area, sidewalk, patio, or driveway shall be cleaned away daily. Materials resulting from demolition activities which are salvageable shall be stored within the fenced area described above or at the supplemental storage area.

Stored material not in trailers, whether new or salvaged, shall be neatly stacked when stored.

2.9.1. Lawn Maintenance

The Contractor shall keep all grass/landscaped areas clean within the construction limits and shrubs and other elements in the landscape shall be maintained. Grass and weedy vegetation within the areas utilized by the Contractor, including work areas, administrative areas, and storage areas, shall be kept mowed to control vegetative growth.

2.9.2. Mowing

Vegetation shall be mowed when it reaches a height of 6 inches. Mowing shall be to a height of 3 inches. Mowing shall be accomplished with a rotary mower that leaves the clippings evenly distributed on the soil surface. Mowing shall be accomplished during periods and in such manner that the soil and grass will not be damaged. Towed or self-propelled riding mowers shall not be operated within 3 feet of trees or shrubs. Areas adjacent to trees and shrubs shall be mowed with hand-propelled mowers.

2.9.3. Areas Unattended (Not Mowed as Specified)

Government may immediately after notice to the Contractor and at the discretion of the

Contracting Officer mow the Contractor's areas at any time the vegetation height exceeds 6 inches. Incurred costs will then be charged to the contractor.

2.9.4. Payment

No separate payment will be made for mowing as required under this section and all costs incurred by the Government for performing such work shall be deducted from the contract.

2.10. RESTORATION OF STORAGE AREA

Upon completion of the project and after removal of trailers, materials, and equipment from within the fenced area, the fence shall be removed and will become the property of the

Contractor. Areas used by the Contractor for the storage of equipment or material, or other use, shall be restored to the original or better condition. Gravel used to traverse grassed areas shall be removed and the area restored to its original condition, including top soil, sod, and seeding as necessary.

3. BUILDINGS AFFECTED

Buildings involved in this project are miscellaneous type buildings. Family housing buildings are not a part of this contract.

4. FORMAT

The numbering system of each division/section of these specifications generally conforms to the

Construction Specification Institute's 2004 MasterFormat.

5. REFERENCED SPECS AND STANDARDS (APPLICABLE PUBLICATIONS)

The specifications and standards of the issues listed in the beginning of each section, including the amendments, addenda and errata, but referred thereafter by basic designation only, form a part of the specifications to the extent required by the references thereto.

6. INVENTORY OF INSTALLED PROPERTY

The contractor shall prepare and submit a list of new equipment installed under this contract and removed from service under this contract. The list shall be reviewed periodically by the

Government to verify completeness and accuracy. Completed list shall be turned over to the

Contracting Officer's Representative (COR) at least 2 weeks prior to prefinal inspection. See item

# 29.

7. OCCUPATIONAL SAFETY

The Contractor shall be subject to no-notice inspections under Occupational Safety and Health

Act (OSHA) Program by inspectors of the Department of Labor.

8. LEGAL HOLIDAYS

The following legal holidays are observed by this base:

New Year's Day January 1

Martin Luther King, Jr.'s Birthday 3d Monday in January

Washington's Birthday 3d Monday in February

Memorial Day Last Monday in May

Independence Day July 4

Labor Day 1st Monday in September

Columbus Day 2d Monday in October

Veterans Day November 11

Thanksgiving Day 4th Thursday in November

Christmas Day December 25

NOTE: Any of the above holidays falling on a Saturday will be observed on the preceding

Friday; holidays falling on a Sunday will be observed on the following Monday.

9. CONTRACTOR'S MANAGEMENT AND USE OF ELECTROMAGNETIC EMISSION

DEVICES 0N BASE

(Electromagnetic emission devices include: Radio/Radar Transmitters; Navigational

Aids/Instrumentations; Signaling, Intrusion Detecting, and Identification Devices; Mobile and

Fixed Business Radio Communications Equipment; and MARS, CBs, and Amateur Radio

Stations.) The Contractor shall comply with the AFMTC Regulation 700-14, Jul 89. The regulation is available for inspection at the Communications Squadron, Building 1050, Lackland

AFB, TX.

10. FIRE REGULATIONS AND PREVENTION PRACTICES:

10.1. The Contractor shall comply with fire prevention practices as set forth by the National

Fire Protection Association, other recognized fire prevention agencies, and base regulations.

11. EXPLOSIVE OPERATED HANDTOOLS

The Contractor shall comply with OSHA Standard 1910.215(c) when utilizing explosive operated hand tools. Storage of explosive cartridges on the installation shall be in metal containers and limited to one days' supply. The Contractor shall provide adequate controls to prevent loss/theft of cartridges used and stored on the installation.

13. GENERATED REFUSE

The Contractor shall take positive action to prevent work-generated refuse from entering the sewer system. All contractor generated refuse and waste shall be hauled from the construction site daily to a disposal area located outside the physical boundaries of the installation. This refuse and waste material shall be hauled in trucks with tight-fitting beds and covers to prevent spillage on roadways. The construction site shall be kept neat, orderly, and safe for workmen at all times. Contractor shall comply with Environmental Requirements Guidance for Contracting.

14. WELDING

Welding shall not be performed without first obtaining a welding permit issued by the Base Fire

Department.

15. UTILITY OUTAGES

15.1. Utility outages shall be defined as a stoppage in electric, gas, potable water, sewer, chilled or hot water, steam, telephone, Energy Monitoring and Control System (EMCS), or any other similar utility whether serving all or a part of a single facility or of several facilities.

15.2. All utility outages shall be coordinated with the Using Agency through the Contracting

Officer or the Contracting Officer's representative. Notice of the necessity for an outage shall be provided by the Contractor to the Contracting Officer, in writing, not less than 15 working days prior to the time of the required outage and written approval for the outage will be issued by the

Contracting Officer. All work shall be coordinated and arranged to ensure that the outage will be of minimum duration.

15.3. Once a utility outage is arranged and work begun, work shall continue until all utilities are restored to the affected facility or facilities.

15.4. In the event a scheduled utility outage is cancelled by the Government, notification will be given to the Contractor at least 24 hours in advance of the time for the outage to start.

Rescheduling of a cancelled outage must be coordinated with written notification as described above.

16. SEVERE WEATHER

16.1. Upon receipt by the Contracting Officer of a severe weather warning with anticipated winds of 35 knots or higher, the following sequence of actions shall be carried out:

16.2. The Contracting Officer or the Contracting Officer's representative will notify the

Contractor of the severe weather warning.

16.3. The Contracting Officer or the Contracting Officer's representative will instruct the

Contractor to secure all materials and equipment.

16.4. The Contractor shall take immediate action to tie down, remove, protect, and/or secure construction materials and equipment to the satisfaction of the Air Force Inspector in order to reasonably assure that Government property will not be damaged. If the Contractor fails or refuses to secure materials and equipment to the satisfaction of the Air Force Inspector, the work will be accomplished by Air Force personnel and the cost thereof charged to the Contractor.

17. EXISTING UTILITIES

Record drawings showing existing underground utilities are located in Building 5460, Lackland

AFB. The Contractor shall avail himself of the drawings. Any utility line shown on the record drawings (or made known to the Contractor) and damaged during construction work shall be repaired immediately by the Contractor at no cost to the Government.

18. DIGGING PERMIT

18.1. Obtain a blank AF Form 103, BASE CIVIL ENGINEERING WORK CLEARANCE

REEQUEST (often called a digging permit) from 802 CES/CECC3 (210) 671-0163. Contact

802 CES/CEOI, (210) 671-3533 to schedule a digging permit (AF Form 103) to excavate on

Lackland AFB. Contractors shall request a digging permit at least 10 working days in advance.

18.2. The dispatcher will assign a Job Order Number and schedule a time for the base agencies to meet at the job site with the job superintendent. The superintendent must contact Dig Test at

1-800-344-8377 for Time Warner and SBC and base communications office (210) 925-0607.

Southwestern Bell utilities are only located in housing areas; base communications is located everywhere else. After each agency including Time Warner and Southwestern Bell has signed the AF Form 103, deliver the form to the 802 CES/CECC project inspector for final approval signatures. The inspector will return a copy of the completed AF Form 103 to the contractor.

18.3. The Form 103 must be updated every 30 days. Return the form to 802 CES/CECC for update approval signatures. The inspector will return a copy of the updated AF Form 103 to the contractor.

18.4. All excavations other than building foundations, must have site restoration (sod, hydro-mulch, pavement or other scheduled restoration), completed within 14 calendar days (excluding approved rain delay days) after excavation has been initiated.

19. WORK CLEARANCE REQUEST

A properly approved and coordinated Base Civil Engineering Work Clearance Request (AF Form

103) shall be obtained by the Contractor from the assigned inspector for processing prior to any excavation activities. The Clearance Request shall be executed 10 working days prior to the planned excavation. Contact 802 CES/CECC for workday requirements.

20. BARRICADES AND WARNING SIGNS

Adequate barricades, warning signs and flares shall be furnished, installed, and maintained by the

Contractor. Barricades and signs shall meet the requirements established and in the National

Manual on Uniform Traffic Control Devices for Streets and Highways, pertaining to safety and barricades. Barricades shall have warning lights with low-intensity electric flashers for night application.

21. PRE-CONSTRUCTION SITE VISIT

The Contractor shall visit the job site to verify location, conditions, and dimensions prior to starting work.

22. TOILET FACILITIES

Toilet facilities are not available for use by Contractor personnel. The Contractor shall provide portable toilet facilities.

23. FACILITY OCCUPANCY

The building covered by this contract will not be occupied.

24. RADIOACTIVE EQUIPMENT

Use of radioisotopes or radiation producing equipment (density gauging, NDE weld testing, etc.)

requires a Nuclear Regulatory Commission (NRC) Radioactive Material License, with all documentation submitted and approved prior to bringing the material on base. To obtain authorization, contact the Base Radiation Protection Officer (RPO), at WHHC/ISOE, Bioenvironmental Engineering Office, Building 5075, phone: 671-3351/3352.

24.1. The Contractor shall also comply with all requirements of AFI 40-201.

24.2. Contractor shall forward application to the Contracting Officer 30 days prior to commencing operations using radioactive materials.

24.3. Contractors possessing Agreement State Licenses must also submit an NRC Form 241 to

NRC in compliance with 10 CFR 150.20.

24.4. Request shall include the following:

24.4.1. Description of proposed activities on NRC form 241.

24.4.2. Procedures established to ensure radiological health and safety of all personnel.

24.4.3. Name of responsible Contractor representative.

24.4.4. Current copy of application for NRC or Agreement State License. The license must specifically state the installation by name or approval for temporary job sites anywhere in the

United States where the NRC or Agreement State maintains jurisdiction.

24.4.5. The part of the Air Force contract describing work to be done at the base and the inclusive dates of such work.

24.4.6. An acknowledgement that the base RPO can make periodic checks to ensure the

Contractor is following applicable radiological health and safety practices.

24.4.7. Contractors requiring more than 180 calendar days per calendar year of operation must possess an NRC license.

25. INSPECTION OF CORROSION PROTECTION INSTALLATION BY BASE

CORROSION ENGINEER

25.1 All underground metallic components require corrosion protection. Installation shall be coordinated with the Base corrosion engineer.

25.2. All work shall be coordinated and arranged by the Contractor to ensure the corrosion protection installation is inspected by the Base Corrosion Engineer in accordance with the following sequence:

25.2.1. Initial Inspection: All work on the corrosion protection installation is in the process of being completed and is properly uncovered for inspection by the Base Corrosion Engineer or the

Base Corrosion Technician.

25.2.2. Final Inspection: All work on the corrosion protection installation has been satisfactorily completed, all deficiencies, if any, corrected and is properly uncovered for final inspection by the

Base Corrosion Engineer.

25.3. Corrosion protection installation shall be completed in accordance with the plans and specifications and certified by the Base Corrosion Engineer prior to approval/acceptance by the

Contracting Officer.

26. PREVENTION OF FUEL SPILLS

Contractor may use temporary fuel tanks upon approval by the Contracting Officer. Tanks shall be surrounded by an earthen berm which provides 110% of the tank capacity. The berm shall be lined with a 40 mil polyethylene sheet held in place with weights located on the outside of the berm. All berms shall be inspected by 802 CES/CEV prior to filling fuel tanks.

27. PREPARATION OF PROGRESS SCHEDULES AND REPORTS

The reports contemplated by Clause 52.236-15, Schedules for Construction Contracts, shall be accomplished on and in accordance with instructions pertaining to AF Form 3064, Contract

Progress Schedule, and AF Form 3065, Contract Progress Report.

27.1. The documents listed above must be submitted for approval within three (3) work days after requested. The Contracting Officer may reject any proposed contractor who does not meet the qualifications listed.

28. AS-BUILT DRAWINGS

The contractor shall provide complete detailed as-built drawings representing the entire project as constructed under the contract. Drawings shall be developed on 28” x 40” sheets of the best quality transparent polyester film, .003 - .004 inch thick, for diazo process. Material must be able to accept pencil or ink additions or corrections and withstand multiple erasures without affecting draft ability. Minimum drawing scale on each floor plan shall be 1/8” = 1‟-0” and on each partial floor plan or detail shall be 1/4” = 1‟-0” unless otherwise directed by the designated contracting officer. Preliminary as-built drawings shall be submitted with an AF Form 3000 for

Government Approval. The preliminary as-builts shall be submitted concurrently with the request for pre-final inspection. Upon government approval of the preliminary as-builts, the contractor shall submit the entire final set of drawings for final review and approval. As-builts shall be included as a separate item in the progress schedule AF Form 3064.

29. DD FORM 1354 CHECKLIST

The Contractor shall prepare and submit a DD Form 1354 Checklist. The Government will use information on the checklist to prepare the DD Form 1354, Transfer and Acceptance of Military

Real Property document. The preliminary copy of the list shall be submitted for review by the

Government to verify completeness and accuracy at least 30 days prior to the pre-final inspection. The completed list shall be turned over to the Contracting Officer's Representative

(COR) at least 2 weeks prior to pre-final inspection.

30. INSPECTION AND ACCEPTANCE

Inspections and final acceptance will be made on each separate building/facility as completed by the contractor with the following additional provisions:

a. The contractor shall give the Government a minimum of three working days notice for all requested inspections. Inspections shall be staggered such that two inspections will not occur at the same time.

b. The contractor shall make sure that the work is ready for all inspections. The presence of an unreasonable number of deficiencies, as determined by the Contracting

Officer's representative, may cause the inspection to be rescheduled.

c. The contractor will be given a certificate of acceptance by the Contracting Officer's representative for each successfully completed step of the work.

The certificate will be signed by the Contracting Officer's representative and shall be initialed and dated by the contractor's approved representative. One copy of the certificate will be given to the contractor.

d. Contractor will keep daily log books on each project. These books will be turned in to the inspector weekly.

31. OCCUPATIONAL SAFETY

The Contractor shall be subject to no-notice inspections under Occupational Safety and Health

Act (OSHA) Program by inspectors of the Department of Labor.

32.1. GENERAL SAFETY REQUIREMENTS

32.1.1. Contractor shall provide a health and safety plan.

32.1.2. Provide a safe and healthful workplace for employees while performing the contract work.

32.1.3. Supply each employee with personal protective equipment. This equipment includes but is not limited to protection for the eyes, face, head, and extremities.

32.1.4. Use the proper protective equipment for the work performed.

32.1.5. Obey the posted base speed limits. Wear Seat belts on base IAW AFI 91-207.

32.1.6. Report Contractor accidents involving injury to Air Force personnel or damage to government property to the Contracting Officer, 802 CONS/LGCA (210) 671-1732 and the 37

TRW/SEG, Ground Safety Officer, (210) 671-3969.

32.1.7 Familiarize yourself and comply with the general safety requirements IAW DOL regulations, OSHA 29 CFR Part 1926, as well as applicable AFOSH standards and AFRs. These standards and AFRs are available in the 37 TRW/SEG, Ground Safety Office, Building 2484.

32.1.8.. Required:

STANDARD SECTION SUBJECT

OSHA 1910 .132 Personal Protective Equipment

OSHA 1910 .215 Explosives

AFM 91-201 Explosives Safety Standard

OSHA 1926 Subpart H Material Handling

OSHA 1926 Subpart O Mechanized Equipment

OSHA 1926 Subpart Q Concrete Forms

OSHA 1926 .850 Demolition

AFOSH 161-4 Asbestos and PPE

1910 .1001

1926 .58

AFOSH 91-4 Ladders

AFOSH 91-5 Welding, Cutting, Brazing

AFOSH 91-25 Confined Spaces

NEC Electrical Work

1926 Subpart P Trenching

1926 .202, .203 Barricades

AFOSH 91-25 Confined Space Entry

1925 .461 Scaffolding

33. WATER CONSERVATION

33.1. Conserve water to the greatest extent possible.

33.1.1. If Lackland AFB implements water usage restrictions, the contractor is required to comply with these restrictions, at no additional cost to the government. In the event the contractor cannot comply with water usage restrictions and still meets other contract requirements (particularly when installing sod or hydro-mulching), then he can request permission from the Contracting Officer for relief from the restrictions.

33.1.2. Waivers: Submit request for waivers to water conservation restrictions in writing. The

Contracting Officer will consider such cases on an individual basis and grant waivers only in extreme cases. Submit detailed requests with appropriate manufacturer‟s/supplier‟s data to show unavoidable noncompliance with the water usage restrictions. In the event a restriction is conditionally waived, use only the minimum amount of water necessary to comply with contract requirements.

34. CONTRACTOR STORAGE/STAGGING AREA

34.1. Notwithstanding Contract Clause, FAR 52.236-10, Operations and Storage Areas, subject to approval by the Contracting Officer and in turn, availability and need, a storage/staging area shall be provided at the subject project site.

34.2. Erect a commercial grade six (6) foot high security fence comparable to existing fences in the area. Angle iron “temporary post” giving an un-maintained rented appearance is unacceptable. Fence shall have brown fabric mesh installed on it at all places.

34.3. The contractor and Government personnel may inspect storage areas weekly. Discard trash and debris in the contractor‟s containers (dumpsters). Do not allow debris to accumulate.

34.4. Maintain grass (at 4” high) and eliminate weeds (with herbicide) along the fence line and cut at least five (5) feet outside the fence. Each contractor is responsible for his fence line. Each contractor shall maintain common fence lines.

34.5. Utility „tie-ins‟, where available, are the contractor‟s responsibility. The Government reserves the right to charge for utilities.

34.6. At work completion, clean the storage area. This area must be free of any materials, trash or debris before receipt of final payment. Existing fencing shall remain Government property.

34.7. If the Contractor fails to comply, the Contracting Officer will direct the Contractor to vacate the storage area within 72 hours, with no Contractor legal recourse for any additional cost.

34.8. Job site office trailer located within the cantonment area must meet the Lackland AFB architectural compatibility color scheme. Consult SECTION 09900 – PAINTING, GENERAL for the approved color scheme. Job site dumpsters and hoppers are excluded from the architectural compatibility requirement.

34.9. On certain calls, a job sign shall be required at the project site. The Contracting Officer or the Contracting Officer‟s Representative will make a determination based on cost and visibility. The sign shall indicate the contractor‟s company name, project name and MPLS number, superintendent‟s name and a 24 hour available response phone number. The size of the sign shall be 4‟ x 8‟ x ¾” thick plywood board mounted to a 2x4 wood frame and diagonal braces. The wood frame shall be supported on 4x4 wood supports and be mounted to the ground in concrete footings. Background color shall be in accordance with Federal Standard 595a color/number BROWN/10080 (Gloss). The color of the lettering shall be WHITE/17875 (gloss) with Arial font.

34.10. Job site office trailer must be skirted. Skirt must be painted with an approved color that complies with the Lackland AFB architectural compatibility color scheme.

34.11. In areas of high visibility, the job site construction fence shall have a screen fabric material applied to the fence fabric in order to block the view during the construction phase. The

Contracting Officer will make the determination at the pre-construction meeting if the subject project will require a screened fence or not.

35. DELIVERABLES

35.1. CONTRACT DRAWINGS

Drawings shall be prepared on AutoCAD 2010 (or newer) format. All contract drawings shall be well prepared, complete, and accomplished in accordance with the best professional practice to show clearly and concisely the type and extent of work to be performed. The drawings shall be drawn to appropriate scales and dimensioned completely and accurately. Extensive explanatory notes on the drawings should be held to a minimum or placed in the specifications. Dimensions shall be shown in Standard English units. Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible. Drawings shall be delivered in hard copy, standard black line quality paper, at review stages in the number listed in paragraph on SUBMITTALS. One of the drawings provided to CECPD shall be half size. The remaining sets of review drawings and corrected final drawings shall be full size (36” x 48”).

35.2. DRAWING STANDARDS

Drawings shall be prepared on AutoCAD release 2010 or compatible format. All drawings will utilize the Tri-Service Spatial Data Standards (TSSDS) Version 1.8, for compliance with the installation standards. Two (2) hard copies of all drawings shall be provided to the Contracting

Officer for review at the 65% design phase and the 95% design phase. When the 95% design drawings are accepted, the contractor may then begin construction. Two (2) hard copies of As-

Builts shall be submitted to the government upon completion of construction and shall be reviewed for accuracy. Upon approval, the contractor shall provide two (2) electronic versions of the As-Built drawings on both AutoCAD 2010 or later, and as .PDF to the government on CD.

The drawings shall be drawn to appropriate scales and dimensioned completely and accurately.

Extensive explanatory notes on the drawings should be held to a minimum. Dimensions shall be shown in Standard English units. Standard building material indications and symbols for architectural items and for mechanical and electrical equipment shall be used to the greatest extent possible.

35.3. DESIGN SERVICES

35.3.1. Site Design Data: The contractor shall perform field reconnaissance, surveys, and site investigations required to obtain engineering information and design data for the accomplishment of the contract documents of the project in accordance with requirements of this Statement of

Work (SOW).

35.3.2. Field Measurements: The contractor shall be required to make his own field investigations to verify dimensions, quantities, pipe sizes and other information shown on government furnished reference drawings.

35.3.3. Government Review: The Contracting Officer or his authorized representative may furnish the contractor review comments on the data submitted. The Government's review is intended to be limited to functional aspects, with limited technical review of a general cursory nature only. Any review by the Government of technical items shall not be construed to relieve the contractor of responsibility for technically correct and complete documents in compliance with applicable codes, industry standards, and the intent of this SOW. Review comments for compliance with Federal Acquisition Regulations (FAR) will also be provided by the Contracting

Officer. The contractor shall comply with the review comments in the development of data for the next submittal. If any review comment requires clarification and/or amplification to assure compliance, the contractor shall notify the Contracting Officer or his authorized representative in writing. After each review, the contractor will be furnished one set of comments to be annotated and returned to the Government. Comments annotated by the contractor with a "D" - do not concur, "E" - exception, or "X" - delete, shall have an explanatory note added to justify the noncompliance with the comment. The contractor shall furnish these annotated comments to the

Government no later than 7 calendar days after receiving the comments.

35.3.4. Drawings: The contractor shall provide Architectural, Structural, Civil, Mechanical, and

Electrical drawings as necessary. Architectural, Structural, and Civil drawings shall be provided in the event of any modifications to the facility or grounds around the facility. Mechanical drawings shall include equipment schedules, controls schematics (to include sequence of controls), and layout plans. Electrical drawings shall be provided to show all electrical connections necessary for equipment installation.

35.3.5 Work Plan: Contractor shall prepare a work plan that may include but is not limited to any or all of the following sub sections:

1) Security

2) Excavation

3) Spill and Discharge Control

4) Surface Water Management

5) Ground Water Management

6) Erosion Control

7) Emissions Control

8) Material and Equipment Control

9) Transportation

10) Siting Analysis

11) Site Preparation

12) Demobilization and Closure

13) Explosive Safety

14) Hazardous Materials Management

35.3.6 Quality control plan: Contractor shall provide a site specific quality control plan for this project. Contractor shall implement, maintain and comply with the approved site specific quality control plan.

35.3.7 Contractor shall provide a site specific safety plan > See item #31.

35.8. SCHEDULE OF DELIVERIBLES

35.8.1. Deliverables shall be submitted and distributed as shown in the table below. Table shows major milestones and is not exclusive of all other submittals as necessary per contract.

# Document Title Distributio n

# of

Copies

Remarks

1 Design Timeline/Schedule CONS 3 Within 10 days after NTP

2 Conceptual Design (65%) – includes design analysis with

CONS 6 30 Calendar Days after

NTP; Drawings Printed on calculations, specifications, drawings, detailed cost estimate, list of applicable and appropriate Engineering

Technical Letters (ETL), Submittal Register

36” x 48” sheets.

3 Working Design (95%) includes safety plan, work plan, quality control plan, design analysis, specifications, drawings and cost estimate – all incorporating

65% review comments

CONS 6 45 Calendar Days after

Conceptual Design approval

(Includes time for review and approval of documents in item 4 below)

4 Construction Schedule and

Construction submittals

CONS 3 Submitted with 95% design

5 Calendar Days

5 License/Permits CONS 1 Submitted 10 days prior to construction

6 System Tests

CONS 2 Within 10 days of testing, but NLT final inspection

7 Warranties and instruction booklets/manuals for all systems

CONS 2 NLT final inspection/beneficial occupancy

8 Post-construction system operation and training on any newly installed equipment and the operation of new mechanical systems.

CONS 2 Need for systems training/equipment operations will be jointly determined w/ PM, user, and contractor

9 As-built drawings

CONS 2 Two (2) copies in digital format both Adobe .pdf &

AutoCAD 2010; 2 sets submitted on 36” x 48” for review. Submitted NLT 10 days after final/inspection.

36. GOVERNMENT POINTS OF CONTACT

Contracting Officer:

802 CONS/LGCAB

Jackie Murray

1655 Selfridge Ave

Lackland AFB, TX 78236

Phone Number (210) 671-1728

Email: Jackie.Murray@lackland.af.mil

Project Manager:

Frank Carbonell

802 CES/CECPD2

1555 Gott Street

Lackland AFB, TX 78236

Phone Number: (210) 671-1592

Email: Francisco.Carbonell@us.af.mil

Alternate POC:

Hung Nguyen

802 CES/CEPMA

1555 Gott Street

Lackland AFB, TX 78236

Phone Number: (210) 671-1542

Email: Hung.Nguyen.12@us.af.mil

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