4.__Atch_4.a._SOW_A12129__dtd_13_May_14.pdf

DEPARTMENT OF THE ARMY

US ARMY GARRISON JAPAN

DIRECTORATE OF PUBLIC WORKS

APO Area Pacific 96343-5006

STATEMENT OF WORK (SOW)

FOR

A-12-129

(JF-10046-1J)

CONSTRUCT DPW SHOP BUILDING

AT

CAMP ZAMA

13 May 14

A12129

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 MULTIPLE AWARD CONSTRUCTION CONTRACTS (MACC)

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PROJECT TABLE OF CONTENTS Page 1

MULTIPLE AWARD CONSTRUCTION CONTRACTS (MACC)

STATEMENT OF WORK (SOW)

FOR

A-12-129

(JF-10046-1J)

CONSTRUCT DPW SHOP BUILDING

AT

CAMP ZAMA

PART 1 PRINCIPAL FEATURES OF WORK

This Statement of Work (SOW) supplements the Summary of Work within the GENERAL PROVISIONS of the Multiple Award Indefinite Quantity Delivery Construction Contracts (MACC), and more specifically defines the subject Design-Build project. The Contractor shall provide all engineering supports, designing efforts, and construction for the requirements specified in the SOW. The Contractor shall submit all the required documents in accordance with the below instruction and GENERAL PROVISIONS of the MACC. The Contractor shall verify site conditions and conduct all field surveys and measurements as necessary to complete this project. The Contractor shall provide all labor, materials, equipment and any other necessary to complete this project to ensure usable facility.

1.1 GENERAL SCOPE

Construct new DPW maintenance shop facility consisting of office space for fire suppression maintenance personnel and storage space for materials and equipment in accordance with the UNIFIED FACILITIES CRITERIA (UFC) 4-229-01N, General Maintenance Facilities.

1.1.1 General Description of Architectural Work

a. Remove and dispose of existing asphalt pavement and concrete foundation at construction site.

b. Construct new maintenance shop facility with steel structure, reinforced concrete foundation and foundation girder.

c. Install new electrical power operated rolling shutter door with safety device of obstacle photoelectric sensor and prevention of sudden dropping.

d. Install clearstory windows with manual control devices.

e. Provide new eaves gutter and downspouts and connect them to the existing appropriate drain lines and manholes.

f. Construct new open storage area with new chain link fabric fence, gate, and reinforced concrete floor.

g. Restore damaged asphalt pavement around new facility, adjust level and slope (maximum 5%) of existing pavement to match floor level of new facility.

h. Provide new windows, doors, interior/exterior finishes and

SECTION 01 11 00 Page 1 insulation conforming to the ASHRAE Standard 90.1-2013(SI),Energy Standard for Buildings except Low-Rise Residential Building, and as shown on the drawings in accordance with paragraph 3.1 below.

1.1.2 General Description of Mechanical Work

a. Provide new air conditioning system for office area in accordance with ASHRAE handbooks.

b. Provide new ventilators in the new facility in accordance with ASHRAE handbooks.

1.1.3 General Description of Electrical Work

a. Provide new branch panel.

b. Modify the existing panel "LM-1" for new branch panel in the facility.

c. Provide new step-down transformer for 100VAC load.

d. Provide new interior LED lighting fixtures, and new exterior lighting fixtures with photocell same as building 649.

e. Remove, dispose of existing exterior floodlight, and provide new exterior floodlight.

f. Provide new wiring system and control system for the mechanical work.

g. Provide new receptacles and wiring system.

h. Provide new fire alarm system for new facility, and connect it to the existing fire alarm control panel in building 649.

i. Provide new underground network feeder from building 696 to the new facility.

j. Provide new patch panel and patch codes in building 696.

k. Provide new switch, 24 ports (Suggested source: Brocade, 624P-POE or approved equal), UTP patch panel with path codes in new communication cabinet in the new facility.

l. Provide new two (2) LAN outlets and new 2 pair of cables in the office area.

m. Provide new telephone outlets (RJ-45), TEL wiring system for new facility from existing TEL terminal Box (TC-M)in the building 649.

n. Provide CATV system from existing handhole No.692-2 (see drawing sheet number 4 of 4) to the new CATV outlet in new facility including connecting the new cable to the existing 2 port directional coupler in the handhole.

o. Provide new handholes for new underground wiring system.

p. Excavate and backfill for underground wiring system for power, fire alarm system and communication system.

SECTION 01 11 00 Page 2

PART 2 PERTINENT INFORMATION

2.1 AVAILABILITY OF FACILITY

The facility will be made available to the contractor from 8:00 A.M. to 4:45 P.M., Monday through Friday, 5 days a week, excluding U.S. holidays but including Japanese legal holidays.

However, in order to minimize inconvenience to the facility users, utility outages, if needed, may require work outside the normal working hours/days stated above. The contractor shall coordinate any outage through the Construction Inspector in advance.

2.2 OCCUPANCY

The facilities/areas will not be occupied. The contractor shall provide the construction plan and schedule to be coordinated with the Construction Inspector for all work to be performed.

2.3 DOCUMENTS FORMAT

All documents required under this Contract, including but not limited to, Safety hazard analysis plans, all correspondence of any nature whatsoever and all other written communications documents, drawings, reports, etc., of every description shall be written in English or translated in English before being provided to the Government by the Contractor.

2.4 TECHNICAL PROPOSAL FOR SEED PROJECT

The following technical drawings/data shall be submitted to the Government in accordance with the requirements specified herein and the drawings provided. The technical proposal for the seed project shall be limited to the numbers of pages specified below. The proposals shall be 8.5 x 11 inch paper or similar size of paper. Two pages may be printed on one sheet of paper, but will count as 2 pages.

Architectural Work (not to exceed 2 pages)

Manufacture detail drawings shall include the followings as a minimum:

Elevation, Section, Dimensions, Names of parts/devices (slat, casing, channel guide, and bottom bar) and Rolling shutter schedule conforming to the Remarks *2 of Exterior Finish Schedule, Drawing A-01 (Sheet 2 of 4).

Mechanical Work (not to exceed 2 pages)

Catalog data of air conditioning system for office area.

The minimum cooling and heating capacity of air conditioning system shall meet 10KW.

Electrical Work (not to exceed 2 pages)

Catalog data of smoke detector conforming to the Underwriters Laboratories (UL) 268.

SECTION 01 11 00 Page 3

2.5 CONTRACTOR'S DRAWINGS

The Draft Drawings (65%), (95%), and Final Drawings (100%) shall be submitted for design review submittal in accordance with MACC General Provisions and paragraph 2.8 DESIGN AND CONSTRUCTION PERIODS below.

2.5.1 Requirements for 65 % Drawings

Architectural Work:

New Site Plan New Floor Plan New Sections New Elevations Structural Drawings including structural analysis Material Schedule

Mechanical Work

New HVAC Plan Equipment Schedule

Electrical Work

New/Existing Wiring Plans New lighting Plan New Receptacle Plan New Fire Alarm Plan New Communication Plan New Single Line Diagram

2.5.2 Requirements for 95 % Drawings

In addition to the requirements for 65% drawings, detail drawings shall be included. The drawings at this stage shall be ready for final review with minor corrections.

2.6 SPECIFICATIONS / SCHEDULE OF MATERIAL SUBMITTALS

The Draft Specifications (65%), (95%), and Final Specifications (100%) on all discipline shall be submitted for design review submittal in accordance with MACC General Provisions.

The Contractor shall be responsible to develop and provide the Schedule of Material Submittals in accordance with the latest Unified Facilities Guide Specifications.(http://wbdg.org/)

The making of the Schedule of Material Submittals shall be concurrently running process with other required documents such as draft drawings and contract specification.

2.7 DESIGN AND CONSTRUCTION PERIODS

DESIGN STAGE: Total of 160 calendar days. The followings are suggested schedule. The detailed schedule will be discussed at pre-design / construction conference.

From NTP (Design) to 65% Design by Contractor: 60 calendar days

SECTION 01 11 00 Page 4

65% Government Design Review: 15 calendar days

65% to 95% Design by Contractor: 40 calendar days

95% Government Design Review: 20 calendar days

From 95% to 100% Design by Contractor: 15 calendar days

Government final review and approval: 10 calendar days

CONSTRUCTION STAGE

Construction period: 180 calendar days after approval of 100% Design or NTP (Construction) when issued.

2.8 Magnitude of Construction

The estimated amount of the project is between Y25,985,975 and Y51,971,950 in accordance with FAR 36.204 (see paragraph 2.15 below for Statutory Cost Limitation applicability).

2.9 Notice to Proceed

The notice to proceed shall be issued within 90 calendar days after award.

2.10 Liquidated Damages - Construction

Not applicable IAW DFARS 211.503(b).

2.11 Performance Bond

Performance bond shall be submitted within 21 calendar days after award of task order.

2.12 Type of Task Order

Firm Fixed Price.

2.13 Progress Schedule

The progress schedule contemplated by FAR 52.236-15, Schedules for Construction Contracts, shall be provided within 14 days after the work commences on the contract.

2.14 Statutory Cost Limitation

Applicable (see Attachment 4.b, Price Schedule (Section B)).

PART 3 ATTACHMENTS

3.1 GOVERNMENT DRAWINGS AND/OR SKETCHES

Government provides the below drawings for the project design information purpose only:

Approximately 35% complete schematic drawings: 4 drawings.

SECTION 01 11 00 Page 5

3.2 AS-BUILT DRAWINGS AND BORING LOG DATA

9 sheets of As-Built drawings of Building 649 1 sheet of Boring Log Data

The As-Built drawings and Boring Log data attached are for your reference purpose. The contractor shall be responsible to verify and measure the actual site conditions.

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SECTION 01 11 00 Page 6