01005-Statement Of Work(REVISED).pdf

STATEMENT OF WORK 01005

01005 - 1 of 4 01005-Statement Of Work >> 03-Oct-05

UHHZ 100545

PART 1 - GENERAL

1.01 STATEMENT OF WORK: This is a general overview of the project. Follow details shown by the specifications and drawings, interpreted in accordance with contract clauses. Note especially DFAR 252.236- 7001 regarding designer intent.

A. Location

: Accomplish Work at Robins AFB, GA.

B. Price:

The original contracted price includes special work times for utility outages and repair of damages. The words "at no additional cost to the Government" apply to all such situations whether stated or not.

C. Contract Documents

: Follow details shown by the specifications and drawings, interpreted in accordance with contract clauses. The DFARS clause 252.236-7001, Contract Drawings and Specifications, is hereby incorporated by reference if not listed in the Standard Form 1442 of the contract. Note especially the clause's instructions regarding designer intent.

D. Project Scope, Objectives, and Criteria

. Provide all labor, material, plant, equipment, supplies, and coordination required to replace slabs on runway 33.

E. Project Requirements:

1. The project designers/engineers shall schedule and meet with the Civil Engineering utility shop personnel at the project site and locate their underground utility lines and buried structures that might be affected by any digging/excavation on the site plans during the design phase.

2. Replace the concrete and joint sealant on the runway.

3. The runway shall be closed 14 days or less.

4. Liquidated damages can be accessed by the contracting officer for each day beyond 14 days the runway is closed.

5. Saw cut joints full depth to remove concrete. Existing joints contain dowels.

6. Dowel all joints.

7. Pavement shall meet design requirements in UFC 3-260-02 Pavement Design for Airfields.

8. Replace concrete slabs.

9. Slabs are 20 inch thick and 25 feet by 25 feet in each direction. The flexural strength shall be 700 psi minimum.

10. Existing slabs are 20 inch thick.

13. Replace pavement markings to match the existing markings that are removed.

14. New concrete elevations/contours shall match existing elevations/contours.

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15. Provide sediment and erosion control.

16. All existing soil/ base course disturbed during concrete demolition and replacement shall be removed and replaced with aggregate base course and meet the requirements in UFC 3-260-02. The contractor shall only replace the material to the depth of disturbance. The existing base course is approximately inches 30 inches thick and soil classification silty sand to clayey sand.

F. General Congestion

1. Work area is restricted to the area shown. It is very congested.

2. Some factors that may restrict work include aircraft operations during construction.

G. Evacuation

: If Government personnel must evacuate the area before construction starts, notify the Contracting Officer in writing 21 days before ready to start.

1.02 CONTINUED OCCUPANCY:

A. Access

: Runway shall remain in partial operation during the time of the project. The contractor will be given partial access to the project area.

B. Beneficial Occupancy

: The Government reserves the right to take beneficial occupancy of parts of the project area before the total project completion date. This is not final acceptance, and identified deficiencies must still be corrected.

1.03 HOURS OF WORK:

A. Standard work hours for this project are the base normal work hours of 7:00 AM to 4:30 PM, local time, Monday through Friday. Work must stop on official Government holidays and work curtailment days, unless specifically approved in advance.

B. Alternate Work Hours

1. If the Contractor desires to work another set of standard hours, such as four 10-hour days, submit written request five (5) workdays before the date desired to work the different standard.

2. To work special hours or days such as to continue exterior painting until dark, request verbal approval from the Contracting Officer at least four hours in advance.

3. The Government reserves the right to refuse these requests. However, they will usually be approved unless they negatively affect the base or the using activity. For example, the using activity may have difficulty paying overtime for escorts in controlled areas. In addition, work requiring inspector presence such as placing concrete may not be possible outside normal hours on short notice. Digging outside of normal hours will normally not be approved.

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C. All references to days mean calendar days unless otherwise noted.

1.04 SUBMITTALS:

A. General: Provide the following submittals in accordance with instructions found in Section 01300, Submittals and Contractor Furnished Items. The contractor may submit manufacturer’s data in lieu of the required certificate of compliance if he desires. The government requires manufacturer’s data if an “X” appears under the “Mfg. Data Required” column.

B. Material Submittals: Omitted.

C. Other Submittals: Provide the following submittals as required by the contract or as directed by the Contracting Officer.

Inspector Para # Description Date Required

1.01 E Evacuation Notice 21 days prior _______

Check Mark

1.03 B Alternate Work Hours 5 days prior _______

PART 2 - PRODUCTS - OMITTED

PART 3 - EXECUTION

3.01 COMMENCEMENT OF WORK

A. Construction Prohibition: Do not order any materials or start any construction until the Contracting Officer has approved all related submittals.

B. Noncompliance Impacts: Any contractor costs resulting from noncompliance with these requirements are the sole expense of the contractor

. Noncompliance shall not be cause for contract extensions or other considerations, but they may be cause for the Government to charge the contractor for liquidated damages for all negative impacts upon the Government.

3.02 COORDINATION: The superintendent (or contractor on-site project manager) shall coordinate work between different disciplines.

A. Avoid conflicts between new mechanical, electrical, architectural, and civil systems. Also, avoid conflicts between new work and existing structural or physical aspects or features of the facility.

Request guidance from the Technical Representative of the Contracting Officer, and then perform such work at no additional cost to the Government.

B. Locations shown are approximate and may be moved if approved by the Technical Representative of the Contracting Officer. Show such variations on as-built drawings and do them at no additional cost to the Government.

C. Manufacturers' recommendations and/or requirements, if more stringent than the specifications and drawings, shall be followed at no additional cost to the Government.

3.03 GOVERNMENT-FURNISHED PROPERTY will not be provided in this project.

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3.04 AS-BUILTS: Also see Section 01300 for submittal items such as as-builts that apply to all projects.

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UHHZ 100545