SOW_Construct Maintenance Pad updated 18 June 21.pdf

BRKR212001_Construct Maintenance Pad 21 August, 2020

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STATEMENT OF WORK

BRKR212001_Construct Maintenance Pad

117th AIR REFUELING WING, SUMPTER SMITH JOINT NATIONAL GUARD BASE

5401 EAST LAKE BLVD. BIRMINGHAM, AL 35217-3545

PART 1 GENERAL

1.1 RELATED DOCUMENTS

A. General provisions of the Contract, including General and Supplementary

Conditions and General Requirements (if any) apply to the work specified in this section. Reference Operations and Maintenance Manual which attached in Part 3.

B. All prospective contractors must attend the pre-bid meeting in order to submit a bid. See solicitation for date, time and location of the pre-bid meeting.

1.2 DESCRIPTION OF WORK – CONSTRUCT MAINTENANCE PAD

A. This project will consist of demolition of existing asphalt, and pouring concrete, located at the 117ARW, 5401 East Lake Blvd, Birmingham, AL 35217.

Contractor must provide all materials and equipment to finish project. Any plans provided are original construction documents for information to the bidder and any reference to new work should be ignored. Field verification of all work items, site conditions, or any questions about the work to be performed are required before submission of bids.

B. Saw cut the perimeter of the construction area. Remove and haul off asphalt and existing dirt.

C. Relocate the chain link fence to the west side of the construction limits. Drill post holes in the sidewalk to relocate the chain link. Chain link is indicated on drawing. No new material needed other than concrete to hold post. Walk through will indicate location during Pre-Bid meeting.

D. Compact 3/4” stone with fines to ASTM standard of 95% compaction with a depth of 6”. Refer to drawings for dimensions. Government will provide compaction testing of base material and subgrade soil.

E. Pour 4000 psi fiber-reinforced concrete, at a depth of 6”. Refer to drawings for dimensions.

F. Control joints will be used for concrete. Control joints to be spaced at 10’ intervals. Provide sealant for control joints to prevent FOD on the flight line. See drawings for details.

G. Allow for 28 days for curing. Government will provide the testing for concrete. It is the responsibility of the contractor to email government and third party with a minimum of 24 hours prior for soil and concrete testing.

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H. Repair concrete cracks more than 1/8 of an inch width with a self-leveling silicone joint sealant. Crack repair not to exceed 150 linear feet. Contractors must measure the linear foot of cracks at pre-construction meeting. Spalling concrete must be rehabilitated with a resin compound. These repairs will not exceed 50 square feet. Map will indicate areas. COR will indicate area that has most significant priority onsite. Contractor’s application for crack and spalling repair must be approved by COR. Area of construction is on the apron where Foreign Object Debris but be controlled. Contractor must use a private locate for project.

I. Work schedule – Base is normally open 7AM – 5:30PM Tuesday-Friday. All work to be completed during regular hours, but weekends may be considered work days with one week prior coordination and approval.

1.3 CONTRACT RESPONSIBILITIES

A. The work is one contract bid package that will be delivered directly to the

CONTRACTING OFFICER.

B. Responsibilities of CONTRACTOR:

1. Except as specifically noted, provide:

a) Labor, materials, and equipment.

b) Tools, construction equipment and machinery.

c) Other facilities and services necessary for proper execution and completion of work (locating and flagging underground utilities, etc.)

d) Independent testing lab to do all materials and quality control testing if required.

e) “Provide” means to furnish and install, complete and ready for operation.

f) Protect construction site from unauthorized access. This can be accomplished in several ways. For example setting cones or barrels around an excavation or fresh concrete to prevent vehicles or people from disturbing the site.

2. Give required notices.

3. Comply with codes, ordinances, rules and regulations, orders and other legal requirements of public authorities which bear on performance of work.

4. Promptly submit written notice to CONTRACTING OFFICER of observed variance of contract documents from legal requirements.

a) Assume responsibility for work to be contrary to such requirements, without notice.

b) Appropriate modifications to Contract Documents will adjust changes necessary due to legal requirements.

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5. Enforce strict discipline and good order among employees. Do not employ on work:

a) Unfit persons.

b) Persons not skilled on assigned tasks.

6. Furnish all submittals (including shop drawings, catalog cuts, brochures, test reports, progress schedules, estimates and general correspondence) promptly and on time to be approved before starting the work for which submittals are required.

C. Responsibilities of CONTRACTING OFFICER:

1. CONTRACTING OFFICER to review materials testing lab qualifications submitted by the CONTRACTOR. This responsibility is generally delegated to the Base Civil Engineer Office.

2. Construction Drawings.

1.4 CONTRACTOR USE OF PREMISES

A. Confine operations at site to areas permitted by:

1. Law

2. Ordinances

3. Permits

4. Contract Documents

5. Existing Staging Areas

6. Where directed by CONTRACTING OFFICER.

B. Do not unreasonable encumber site with materials or equipment.

C. Assume full responsibility for protection and safekeeping of products stored on premises.

D. Move any stored products which interfere with operations of CONTRACTING

OFFICER or other CONTRACTORS engaged in work for the CONTRACTING

OFFICER.

E. Use of Site: Government will occupy the site during construction. Coordinate so that the least amount of disruption is caused, that traffic and personnel safety is maintain.

F. CLEANLINESS IS THE ESSENCE OF QUALITY. Keep site clean. Remove waste material from the site weekly. Failure to comply will result in notice to clean site given by CONTRACTING OFFICER; if not cleaned within twelve (12) hours from time of notice, the CONTRACTING OFFICER will issue a cure notice letter. Multiple cure notices could lead to termination for default.

1.5 SUBMITTALS

A. Approval for all materials must be given before installation.

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B. No work can be started until such work has been discussed and reviewed by the

CONTRACTING OFFICER

C. Test reports shall be checked by the Base Civil Engineer and the CONTRACTING OFFICER to insure compliance with the Specifications.

D. Any deviations will be made known to the CONTRACTOR and CONTRACTING

OFFICER.

E. It is the CONTRACTOR’S responsibility to achieve compliance with the Specifications.

PART 2 PRODUCT SUBMITTAL

2.1 Aggregate

2.2 Concrete

2.3 Joint Sealant

2.4 Spalling compound

2.5 Crack and Spalling repair application

PART 3 EXECUTION

(Drawings on separate document)

PART 4 MISCELLANEOUS

NOTE: With the EXCEPTION OF CLASSIFIED INFORMATION Unit Identification Code (UIC) for the Requiring Activity: F6E3CE Issuing Office DoDAAC: W50S6M Performance of Services during Crisis Declared by the National Command Authority or Overseas Combatant Commander,” is not applicable to this Order

A. Security Requirements: The contractor shall comply with all applicable installation/facility access and local security policies and procedures. The contractor shall also provide all information required for background checks to meet installation access requirements. Unscheduled gate closures by the Security Police may occur at any time causing all personnel entering or exiting a closed installation to experience a delay.

Identification of Contractor Employees: All contractor personnel will be required to wear badges in the performance of this contract.

-----------------------------------------------NOTICE FOR ALL PROJECTS--------------------------------------

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1. Contractor (s) must fill out a form for all hazardous materials brought onto base and for waste products generated during construction.

2. The “Contractor Hazardous Material Identification” form is attached under separate cover.

PERFORMANCE PERIOD FOR THIS ENTIRE CONTRACT IS 90 DAYS.

END OF DOCUMENT