LXEZ_12-1863_SOW.pdf

LXEZ 12-1863 Page 1 of 4

13 April 2015

STATEMENT OF WORK

Project No: LXEZ 12-1863

Project Title: Resurface 7 Tennis Courts, Fac 70100 & 70101

Location: Kadena Air Base, Okinawa, Japan

CE Project Manager: Mr. Michaelangelo Miyagi

Telephone: DSN 634-5682

1.0 General Scope:

The work shall consist of, but not be limited to, providing all labor, materials, equipment, and transportation to perform all work necessary to clean/prepare and resurface seven (7) tennis courts. The contractor shall develop and provide recommendations not specifically stated elsewhere in this statement of work to provide the best solution for this project. A complete and usable product shall be furnished to the Government upon completion of this delivery order. The scope of work is further defined in the Description of Work section.

2.0 Project Schedule and Time Constraints:

2.1 Time Constraints: The contractor shall be allowed to work from 0730 to 1730, Monday through Friday, excluding U.S. legal holidays:

A. 1 January New Year's Day

B. 3rd Monday of January Martin Luther King's Birthday

C. 3rd Monday of February President's Day

D. Last Monday of May Memorial Day

E. 4 July Independence Day

F. 1st Monday of September Labor Day

G. 2nd Monday of October Columbus Day

H. 11 November Veteran's Day

I. 4th Thursday of November Thanksgiving Day

J. 25 December Christmas Day

When US Government legal holidays occur on Saturday or Sunday, the preceding Friday or following

Monday shall not be considered workdays unless changes in work schedules are approved by the

Contracting Officer. Any deviations from the above shall be submitted in writing to the Contracting

Officer for approval on a case-by-case basis.

2.2 Performance Time: The Contractor shall be required to complete the entire work, ready for use, not later than 120 calendar days after the date of Notice to Proceed (NTP). The Contractor shall begin performance within five (5) calendar days after receiving the Noticed to Proceed (NTP) for construction and shall submit a

Project Schedule when the NTP is issued, updates shall be submitted as necessary until project completion. The

Contractor shall determine the most efficient work plan to minimize inconvenience to the user.

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Schedule Shall Be Completed Within

a) Drawing Plan Submittals 15 calendar days

b) Government Material Review 10 calendar days

c) Material Procurement 30 calendar days

d) Construction Time 60 calendar days

e) Unfavorable Weather 5 calendar days

Construction Subtotal 120 calendar days

2.3 Start Work Notification: Before starting on-site work the Contractor shall notify the Contracting Officer and the Project Manager in writing, thirty (30) calendar days prior to on-site work starting. After approval of on-site work, the Contractor shall provide written notice to all Building Managers affected by the Task Order within a minimum of Fourteen (14) calendar days before starting on-site work.

3.0 Construction Requirements:

3.1 Construction Project Signs: The Contractor shall provide and maintain construction signs on for the project site. Signs shall be installed by the contract start date and shall be removed by the contract completion date. Location of project signs will be coordinated with the Facility Manager, and Project Manager. The

Contractor may install company signs at temporary site office locations. Request for company sign will be submitted to Contractor Officer and the Project Manager in writing for approval.

3.2 Protection of properties: The Contractor shall protect as necessary, with approved protective materials, the area surrounding their work site. Any items moved by the Contractor shall be properly stored and protected and shall be returned to the original place by the Contractor. The contractor shall protect adjacent property, buildings and their contents from dust, dirt, or other materials. The contractor shall wet down dry materials, settle debris and prevent blowing dust. The contractor shall maintain work areas in a neat, clean and safe condition. Work areas must, at a minimum, be cleaned daily.

3.3 During project activities the Contractor will be responsible for ensuring Work Plan compliance, and construction quality, complying with Base procedures regarding security, Base access, and safety; ensuring safe work practices are employed using EM 385-1-1 Safety and Health Requirements Manual.

3.4 Utility Interruptions: Any interruption of utility services or area access shall be coordinated with 18

COMM SQ through 718CES/CENMA.

3.5 Documents Required: All documents required under this Contract, including but not limited to all correspondence of any nature whatsoever, any written communications, documents, drawings, material submittals, reports, etc. shall all be written in English or translated in English before being provided to the

Government by the Contractor. Delays encountered due to a translated copy were not submitted shall be at the

Contractor’s expense.

3.6 Storage of Material, Latrines and Field Office: The contractor's field office, storage and parking will be near the job site, as designated by Contracting Officer. There is no latrine available for this work area. The

Contractor shall be responsible for providing latrines for his personnel.

3.7 Daily Reports: Contractor shall provide daily progress reports to the Government.

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3.8 The Contractor shall provide a weather delay request within 48 hours of inclement weather that caused the work delay.

3.9 Cleanup: The contractor shall collect all trash, debris, refuse, garbage, etc., which the contractor generate and place it in appropriate containers with lids or approved covers daily. These materials must be stored until hauled from the site as appropriate, unless otherwise approved by the contracting officer. Disposal must be outside the limits of government property. Disposal must be at a municipal solid waste landfill or by other approved methods and must conform to all local, state and federal guidelines, criteria and regulations. The time for construction completion includes final clean-up of the premises.

3.10 DD Form 1354: Contractor shall complete the DD Form 1354 for government approval.

3.11 Joint job site inspection shall be conducted by the project engineer, user, contractor, and 18 CONS/LGCC representatives.

3.12 The Contractor shall provide barriers/signs to keep unauthorized persons from entering working area.

4.0 Description of Work: The work consists of the following elements.

4.1 Civil/Architectural: Facility #70101 (2 Courts)

1. Remove and dispose of existing 100mm thick asphalt concrete.

2. Provide new 100mm thick asphalt concrete.

3. Remove and dispose of existing tennis court nets, posts and all related accessories.

4. Provide and install new tennis court nets, removable posts in sleeves and all related accessories like center net straps and eye bolts.

5. Provide new court surfacing system to include three (3) layers with two (2) colored acrylic coating.

6. Provide new paint court line markings to match existing conditions.

4.2 Civil/Architectural: Facility #70100 (5 Courts)

1. Remove and dispose of existing surface coating system.

2. Repair all existing depressions and cracks.

3. Remove and dispose of existing tennis court nets, posts and all related accessories.

4. Provide and install new tennis court nets, removable posts in sleeves and all related accessories like center net straps and eye bolts.

5. Provide new court surfacing system to include three (3) layers with two (2) colored acrylic coating.

6. Provide new paint court line markings to match existing conditions.

4.3 Special Requirements:

1. The two (2) courts at facility #70101 needs to be accomplished first before staring the work on the other five (5) courts at facility #70100.

2. Existing slope of the courts shall remain unchanged to allow water to run off to outside of fences. Hard courts should slope in one plane; side-to-side, end-to-end, or corner-to-corner, at a minimum of 1” in 10’ (0.833%) and a maximum of 1%.

3. The court line shall only be painted upon completion and acceptance of the playing surface.

All lines shall be white with base lines 4” wide and 2” for all others.

4. The 7 tennis courts shall match the scheme of the other 4 existing courts adjacent to Sports Pro

Shop.

5. Tennis court specifications: Doubles – 36’ x 78’ (10.97m x 23.77m)

Singles – 27’ x 78’ (8.23m x 23.77m)

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5.0 Government Furnished Equipment of Materials: None

6.0 Attachments:

1. Area Map

2. Site Plan

3. As-Built Drawings

4. Specifications