Pool SOW.pdf

STATEMENT OF WORK

WT# 7158060

REPAIR OUTDOOR SWIMMING POOL, B1416

OSAN AB, ROK

1. DESCRIPTION: The work to be performed for completion of this project shall be as described in general below.

1.1. The contractor shall provide all labor, tools, equipment, supplies, test, and any other resources necessary to accomplish the scope of work contained herein.

1.2. All work shall be completed IAW drawings and “Standard Technical Specifications and Standard Detail Drawings for OMA Projects, Korea” dated 30 November 2015.

2. PRINCIPLE FEATURES: This project is K-work (repair) and also includes the following principle features.

2.1. CIVIL

2.1.1. Replace existing concrete pads (6” thx) including all joints with new. See as-built drawing (No. C2).

2.1.2. Provide digging and compaction work for replacing all piping.

2.2. ARCHTECTURAL

2.2.1. Replace existing coating of wall & floor in swimming pool with new. Coating System shall follow UFC 3- 190-06, Para. 5.14 “Concrete Swimming Pools”. See as-built drawing (No. A1). Repair all cracks on the wall & floor of swimming pool shall be included.

2.2.2. Replace existing ladders (4) ea with new.

2.3. MECHANICAL

2.3.1. Replace existing chlorine injection system (solution pump and tank) with new automatic chlorine injection system including associate piping (1 ½” PVC connection, 15 meter long approximately), fitting, supporting, and necessary item in the mechanical room. The automatic chlorination system shall be a NSF/ANSI Standard 50 listed for pool application. Accu-Tab PowerBase Model 3070AT or approved equal. The system shall be installed in accordance with the manufacturer’s installation instruction or recommendation. Concrete pad for the equipment shall be provided. See the as-built drawing, Sheet No. M3.

2.3.2. Replace existing all piping such as skimmer line, recirculation line, and deck (surface) drain line including all skimmer, vacuum fitting, inlet fitting, floor drain, floor clean out, and all necessary parts with new. Main drain line (8”, 6”, and 4”) shall remain.

See the as-built drawing, Sheet No. M2 for replacement and the point of connection.

2.4. ELECTRICAL

2.4.1. Provide and install AWG#12 electrical wire and galvanized steel conduit (16mm, 20 meter long approximately) for new chlorine injection system from existing panel board.

2.4.2. Provide and install Duplex receptacle, water proof w/ GFCI, 125V/20A/2P/3Wire.

2.4.3. Provide and install motor controller (starter) for new chlorine injection system.

3. OTHER REQUIREMENTS:

3.1. Site Orientation will be strongly recommended. The contractor acknowledges that it has taken steps reasonably necessary to ascertain the nature and location of the works, and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost IAW FAR 52.236-3. This may include restricted access to the site or a higher standard of site cleanliness.

3.2. The contractor shall visit the site and shall familiarize with the existing conditions, equipment, finishes, etc., prior to bid. Checking actual dimension, existing conditions, and location of existing structures will be contractor’s responsibility.

3.3. The provided drawings including some details in the contract document may not match with the exact field conditions. Such plans and details shall be prepared by contractor according to actual field conditions and submitted to the contracting officer for approval.

3.4. The contractor shall restore all disturbed areas (inside or outside the project limits) by their construction activities to original condition.

3.5 The contractor will begin work not earlier than 7:30 am each workday. Work will not be performed later than 6:00 pm.

3.6 Inspections will be conducted by the Contracting Officer and /or Contracting Officer’s Representative and the Contractor’s Manager.

3.7 The contractor will provide As-Built drawings upon completion of all work.

3.8 Air shipment is authorized for the chlorinator system.