STATEMENT OF WORK
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Blog 89 20150830 attachment 2 2015 concrete bpa sow

STATEMENT OF WORK

BPA FOR TYPEI&IIICONCRETE DELIVERY

USAF

12 February 2015

Ali Al Salem AB

Page 0of 4

386 ECES/CEC


Blog 89 20150830 attachment 2 2015 concrete bpa sow

1. SECTION I – GENERAL REQUIREMENTS

1.1. GENERAL SCOPE OF WORK: The Contractor shall provide all labor and equipment required to deliver

concrete in accordance with this Statement of Work (SOW) on Ali Al Salem Airbase (ASAB) at the location(s)

indicated by the Contracting Officer (CO).

1.2PERIOD OF PERFORMANCE

1.2.1

The Contractor shall deliver the concrete at time specified by the CO or within 48 hours of request.

1.3DESIGNATION OF AUTHORITY

1.3.1

The Base Civil Engineer (BCE) or his authorized representative is designated as the representative of the

CO for the purpose of technical surveillance of the workmanship and inspection of materials for work

being performed under this contract. This designation in no way authorizes anyone other than the CO to

commit the Government to changes in the terms and conditions of the contract.

1.4 CONTRACTOR REQUIREMENTS

1.4.1

Qualifications: The Contractor awarded this project shall have an English speaking representative

available on site or by phone. Contractor shall have the ability to deliver a total of 84m3/day in 1m3/day

increments. Multiple trips are acceptable to accomplish total quantity, but a minimum of four 7m3

concrete trucks should be available if required.

1.4.2

Contractor Base Access: The Contractor must maintain a minimum of four personnel with permanent

passes in order to meet the 48hr delivery requirement. The Contractor is responsible for ensuring proper

documentation is received for personnel, vehicle, equipment, material and tool passes in time to avoid

any delay in project start of performance. This includes personnel attainment of permanent Kuwaiti

Ministry of Defense badges and proper advance notification to the CO for scheduling of escort support.

Any additional time required for obtaining badges and passes as required for access to the base will not

necessarily be grounds for additional time granted to complete the project, if passes are delayed due to

the Contractor.

1.4.3

Standard Material & Workmanship: All materials and supplies shall meet AFCENT requirements for

airfield concrete, and be new and standard products regularly used for commercial construction. The

CO and BCE representative shall review materials and inspect work for compliance with these standards.

Low quality work or unsuitable batch mixtures will be rejected at the discretion of either the CO or BCE

or both representatives.

1.4.4

Material & Equipment Storage: The Contractor shall stockpile and place materials and equipment

only in areas specifically approved by the CO or BCE representative. Any excess materials shall be

dumped on base at the location specified by CO or BCE representative. If requested, water will be

provided for washing of concrete residue from interior of concrete tank.

1.4.5

Safety: The Contractor personnel shall work in a safe manner in accordance with Government standards.

Determination of what constitutes unsafe practices is at the discretion of Government personnel. All

Contractor personnel shall have appropriate clothing and Personal Protective Equipment (PPE) worn at all

times. At a minimum, this includes wearing work pants and shirts, work boots and yellow or orange bright

reflective safety vests. Loose fitting clothing and open toed shoes are not allowed on the work site.

Additionally, some tasks require additional protection: i.e., safety glasses, hearing protection, masks, etc.

that shall be required for certain tasks.

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386 ECES/CEC


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1.4.6

Accident Prevention: The Contractor shall comply with the following safety requirements while performing work

under this contract:

1.4.6.1Use diligent care not to damage the facility or government assets in the project area and Ali Al

Salem Air Base (ASAB) while in performance of this contract. Damage caused by Contractor

negligence will be repaired to pre-existing condition and no additional cost to the Government.

1.4.6.2Traffic Control Devices: The Contractor will be responsible for signaling, lighting and

barricading the immediate work area as determined by the CO or BCE.

1.4.6.3All vehicles operated by the Contactor will obey all traffic signs and laws while operating on the

compound.

1.4.6.4Electrical extension cords may be used on a temporary basis to provide power to tools and

equipment. Do not overload extension cords. Any frayed or spliced extension cords are

prohibited.

1.4.6.5Unexploded Ordinance: If any item is discovered that may be unexploded ordinance,

immediately alert the Government escort. The Government escort will contact appropriate

agencies.

1.4.6.6Fire Prevention: The prevention of fire is imperative during construction projects. The

Contractor is responsible for enforcing fire safety in his work area. The Contractor shall have

serviceable fire extinguishers readily available at all times. Extinguishers shall be supplied by the

Contractor.

1.4.6.6.1

Smoking is prohibited inside buildings and within 15 meters (50 feet) of flammable

and combustible liquids. Smoking is permitted only in designated areas.

1.4.6.6.2

The Contractor shall report all fires to the Government escort. Upon discovery of a

fire, yell “Fire, Fire, Fire”, notify the Government escort and evacuate the area.

Environmental Protection: The Contractor shall comply with the following environmental

requirements while performing work under this contract:

1.4.7

1.4.7.1In the event the Contractor brings any hazardous material on to ASAB, the Contractor shall notify

386 ECES/CEAV of the approximate quantities of the material to be used on the project and will

supply a Material Safety Data Sheet (MSDS) of those materials in English.

1.4.7.2The Contractor shall be responsible for maintaining the work site to prevent the spread of

contamination, provide for the safety of all individuals in the vicinity of the work site areas and

prevent the release of any contaminants into the environment. Any tanks or drum containers used

by the Contractor on ASAB to store hazardous materials including petroleum products will be

stored within secondary containment structures capable of holding a volume of 110% of the

largest container.

1.4.7.3The Contractor shall be responsible for the covering of open bodied vehicles transporting any

material likely to create air pollution or become debris while on base.

1.4.7.4All mud, dirt, debris, foreign objects, trash, or spills (including Sub-Contractors and suppliers) on

a street or parking lot, used as access to the work site or staging area shall be cleaned off the same

day or as soon as practicable or requested by the CO.

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386 ECES/CEC


Blog 89 20150830 attachment 2 2015 concrete bpa sow

1.4.7.5The Contractor shall immediately report to the CO to discuss any issues or incidents which may

indicate potential imminent risk to Government personnel or the environment. Following the

notification, the Contractor shall be available to the CO for instructions regarding remediation of

the release. Contractor should be aware of “you spill, you dig” policies related to working on

ASAB and be prepared to respond to a release caused by the Contractor’s personnel. To report a

release or spill, contact the Government escort immediately.

2. SECTION II – TECHNICAL REQUIREMENTS

2.1 Concrete Specifications: Attachment UFC 3-270-04 Chapter 2

-----End of Statement of Work-----

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386 ECES/CEC


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UFC 3-270-04

15 MARCH 2001

CHAPTER 2

SELECTION OF REPAIR MATERIALS

2.1. Description. A variety of concrete repair materials are available on the market today. A

properly designed, placed, and cured conventional portland cement concrete remains as one of

the most widely used and reliable patching materials for concrete pavements. It is most effective

for full-depth patches or complete slab replacement. A high density, very low slump, 0 to 1/2 inch

(0 to 13 millimeters) portland cement concrete or mortor patching mix, properly placed, thoroughly

compacted by tamping and thoroughly cured, has proved very successful for partial-depth

patches. The use of conventional portland cement concrete (PCC) in partial-depth patches has

given mixed results, some successful and many not. By using high early-strength cement

(Type III) and accelerators, concrete mixes can be produced that will allow traffic in 24 hours or

less. There is a wide variety of special products sold under proprietary names for patching

concrete. These include both organic and inorganic materials such as epoxies, methacrylates,

magnesium phosphate cements, and gypsum-based cements. Most of these products are sold

under trade names, and it is often difficult to identify the specific cementitious agent. All claims of

performance for these proprietary products should be treated with caution, and it is always

prudent to establish the performance of new products through trials prior to committing to the

purchase of large quantities. The selection and evaluation of specific patching materials is a

specialized topic and outside the scope of this handbook. Care should be taken to restrict use of

impervious materials (epoxies, etc.) in areas large enough to block vapor coming up from below

and trapping moisture which can freeze and debond the patch.

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386 ECES/CEC


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