Atch_(3)_1559823_Spec-Final_(8_Pages).pdf

Naval Facilities Engineering Command

FEC FAR EAST

ePROJECT NO. 1559823

CONTRACT NO.

Repair Pile Guides and Deck for Small Craft Piers I 004, I 005 and I 006

At the

U.S. Fleet Activities, Sasebo, Japan

PREPARED BY:

. DESIGN SECTION, PROJECT MANAGEMENT AND ENGINEERING (PM&E) BRANCH,

FACILITIES ENGINEERING AND ACQUISITION DIVISION (FEAD), PWD SASEBO,

NAVAL FACILITY ENGINEERING COMMAND, FAR EAST

Architectural: NIA

Civil: H. MA YUMI Tech. Support: N. MIZOGUCHI Structural: NI A Geotechnical: N/ A

Submitted By: H. MA�NAGER

Mechanical: N/ A Electrical: NI A Spec. Writer: Y. YUKAWA Fire Protection: N/ A Safety: NIA

Date:

APPROVED BY:

Specifications.

ell ldcfl For Commander, NAVFAC: C. STANTON JR., P.E., BRANCH HEAD, PM&E BRANCH, FEAD, PWD SASEBO, NA VFAC FE

Date:

Date: \\ fe..b' 19

UNCLASSIFIED/FOR OFFICIAL USE ONLY

eProject # 1559823

1. PROJECT DESCRIPTION: This is a Design-Bid-Build (DBB) project to "Repair Pile Guides and Deck for Small Craft Piers 1004, 1005 and 1006" including provision work of deck, guide roller frame base plates and bolts, repair work of pile guide anchor bolts and pontoons, installation work of sunken pile guides, replacement work of pile guide rollers, rubber fender, deck, SST round washers and pile guide roller frames, adjustment work of inclined pontoons and pile guide roller frames around piles, diving work and associated work. The Contractor shall furnish labor, materials, equipment, transportation and supervision necessary to perform this project. The Contractor shall provide and secure this construction, complete and ready for use. The Contractor shall perform work required under this contract, as indicated in this document and attached contract drawings.

1.1 Project Schedule: Within the overall project schedule, the Contractor shall complete the work within the period as stated below and in accordance with the overall specification.

a. Total Contract Performance Period: Maximum 365 calendar days.

b. Allow 21 calendar days at each Government review stage.

Note:

1. Federal holidays will be considered non-working days for Government personnel in reviewing construction submittals.

2. The time period between December 29th and January 3rd will be considered non-working time for Government personnel in reviewing construction submittals.

3. The Contractor shall conduct Site Survey / Measurements after the approval of the Contracting Officer for “Performance Bond and Insurance”, applicable section of the Accident Prevention Plan (APP), including organization chart and emergency contact procedures, and Activity Hazard Analysis (AHA) for the survey work.

1.2 Governmental Requirements for Key Personnel

1.2.1 Additional Requirements of Personnel Qualifications for SSHO:

a. The Contractor Quality Control (QC) person can be the SSHO on this project, provided all requirements of both positions can be met.

b. A minimum of 3 years safety work on similar projects.

2. ENGINEERING SYSTEMS REQUIREMENTS:

2.1 Government-Furnished Material and Equipment (GFME): Not applicable.

2.2 Availability of Utility Services: "UTILITIES FOR CONSTRUCTION AND TESTING" applies. However, any utilities of Government sources will not be made available to the Contractor.

2.3 Materials and Equipment to Be Salvaged: Existing materials and equipment listed below shall be removed but will remain the property of the Government. Remove and handle the material and equipment without damage and deliver to the Government. All materials to be delivered into one turn-in place shall be transported and delivered to turn-in place at one time.

2.3.1 The materials and equipment to be salvaged shall be delivered into the turn in place Bldg. 323, Recycling Center, Environmental Division, PWD Sasebo, NAVFAC FE designated by the Contracting Officer, in Main Base Area.

MATERIALS AND EQUIPMENT QUANTITY&UNIT

a. Steel Pipe (50A, L=1.4m) 2 EA

b. Deck 1 lot

2.4 Construction Submittals: Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor QC approval. All correspondence and submittals shall be submitted in English (Japanese with English translation is acceptable).

2.4.1 SD-02, Shop Drawings:

a. Fabrication of roller

b. Fabrication of decks

2.4.2 SD-03, Product Data:

a. Catalog cut of all materials to be used under this contract

2.4.3 SD-07, Certificates:

a. Licenses by the prefectural governor or a local government entity for Industrial Waste transportation, treatment and/or disposal.

b. Certificates of Compliance;

Submit a certificate from the manufacturer stating that the product conforms to requirements of the referenced specification, such as certifications of lead and/or asbestos quantities contained in each materials. An additional set of copy of this certificate is also required with this submission.

2.4.4 SD-08, Manufacturer's Instructions:

a. Manufacturer's Safety Data Sheets; G Submit for coatings, solvents, caulking, and other potentially hazardous materials, as defined in the

Japanese Labor, Safety and Sanitation Law and Japanese Regulation of Organic Solvent Toxication Prevention.

2.5 Materials: All materials and devices/tools to be used under this contract shall be furnished by the Contractor.

All materials shall be approved in accordance with requirements specified in this document and Contract Drawings.

Unless otherwise specified in this document or Contract Drawings, materials to be used under this contract shall be the materials conforming to the applicable requirements of Japanese Industrial Standards (JIS). In case material conforming to JIS is not available, submit data and applicable standards/regulations of the material for the Contracting Officer's approval. All materials shall be new except where indicated as existing or reused.

2.5.1 General Requirements: Do not use materials having a lead content over 0.06 percent by weight of nonvolatile content. Also, all materials to be used under this contract shall be Non-asbestos type (Asbestos contained; not more than 0.1 percent by weight).

2.5.2 Materials for Civil Work:

2.5.2.1 Epoxy resin bond for anchor bolts shall be suitable products for marine structures.

2.6 Restrictions on Operations:

2.6.1 Restrictions Upon Interrupting Activity Operations: The Contractor shall be working around existing building that is occupied. The building will remain in operation during the entire construction period. The Contractor shall conduct his or her operations so as to cause the least possible interference with normal operations of the activity.

2.6.2 Restrictions Upon Interrupting Utility Services: If the Contractor requires interruption to utilities service, the Contractor shall submit his interruption plan to the Contracting Officer for approval, at least 14 working days prior to actual interruption work, unless otherwise specified.

2.7 General Execution Requirements:

2.7.1 At least 14 working days prior to commencement of site work, the Contractor shall coordinate work schedule under this contract with the Contracting Officer, and submit Construction Work Schedule based upon that coordination for the Contracting Officer's approval.

2.7.2 Prior to actual contract work, the Contractor shall perform site survey and measurements of site conditions to compare existing condition to the Contract Drawings and confirm that there are no differences between these information.

2.7.3 During actual site work, the Contractor shall provide off-limit procedures to close work site from the persons who are not related to the contractual work. Also, the Contractor shall provide safety procedures, such as fences, signs and flashing lights.

2.7.4 Fire Protection: The Contractor shall comply with the latest edition of the USACE EM 385-1-1 and activity fire prevention regulations.

2.7.4.1 In case the Contractor want to use welding machine and/or any type of open fires at the work site, a proper permit from the concerning office shall be obtained by application to the Contracting Officer, at least 14 working days prior to such work.

2.7.5 Smoking: Smoking other than the area designated by the Contracting Officer is strictly prohibited.

2.7.6 The Contractor shall restore any existing items or areas which have been damaged by the Contractor to existing or better condition before such damage.

2.7.7 Facilities and structures temporarily removed for site performance under this contract shall be restored by the Contractor after completion of work.

2.7.8 The Contractor will not be allowed to enter the areas unrelated to the performance of this contract.

2.7.9 Disposal of Hazardous Waste (HW): Shall be performed in accordance with the latest edition of the "Japan Environmental Government Standards" and CFAS Hazardous Waste Management Plan.

2.7.9.1 Do not dispose HW into any area outside the Government control area. The Contractor shall inform of HW to be salvaged to the Contracting Officer in writing and coordinate setting up the container(s) with the Contracting Officer. The Contractor shall submit Hazardous Waste Disposal Disposition form provided by the Contracting Officer.

2.7.10 Radiographic Testing: On all NAVFAC FE construction projects, radiographic testing is prohibited to conduct in the performance of the contract.

2.7.11 Confined Space: On the job sites and Facilities, the Contractor shall assign a Confined Space Competent Person (CSCP) who has completed skill training course for operation chief of oxygen deficient/hydrogen sulfide (SANSOKETSUBO AND RYUKA-SUISO KIKEN SAGYO SHUNIN-SHA GINO KOSHU) prescribed by the Ordinance on Prevention of Anoxia, etc., (SANSOKETSUBO-TO YOBOUKISOKU) to identify all confined spaces and determine entry rules. Proof of qualification for a competent person for confined space to be submitted as submittals shall include both of certifications of assignment and course completion. Also, assigned CSCP shall have thorough knowledge of OSHA’s Confined Space Standard, 29 CFR 1910.146, EM385-1-1 Section 34 and Japan Industrial Safety and Health Law, experience with Permit Required Confined Space (PRCS) entry procedures and the authority to supervise and direct work performance on job sites and in facilities.

2.8 Demolition and Removal: The work includes demolition or removal of all construction indicated or specified.

All materials resulting from demolition work, except as indicated or specified otherwise, shall become the property of the Contractor and shall be removed from the limits of Government controlled area. Remove rubbish and debris from the work site, unless otherwise directed; do not allow accumulations inside or outside the buildings. Store materials which cannot be removed daily in areas specified by the Contracting Officer.

2.8.1 Demolition: Materials to be removed shall be removed carefully so as not to damage material which is to remain. Existing work damaged by the Contractor's operations shall be replaced with new work of the same construction. Sufficient safety precautions shall be taken to protect all personnel from injury. The demolition work shall be conducted so as not to interfere with the normal operations of the activity.

2.8.2 Dust Control: Prevent the spread of dust to occupied portion of the buildings and avoid the creation of a nuisance in the surrounding area. Do not use water if it results in hazardous or objectionable conditions, such as ice, flooding or pollution. Comply with all dust regulations imposed by local air pollution agencies.

2.8.3 Title to Materials: Except where indicated on the attached drawings, all materials and equipment removed, and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition and removal procedures, and authorization by the Contracting Officer to begin demolition. The Government will not be responsible for the condition or loss of, or damage to, such property after date of award. Materials and equipment shall not be viewed by prospective purchasers or sold on the site.

2.8.4 Debris and Rubbish: Remove and transport debris and rubbish in a manner that will prevent spillage on streets or adjacent areas. Cleanup spillage from streets and adjacent areas. Comply with local hauling disposal regulations, Prefectural hauling disposal regulations and hauling disposal regulations of Government of Japan.

2.8.5 Submittal: Submit proposed demolition and removal procedures to the Contracting Officer for approval before the work is started. Procedures shall provide for careful removal and disposition of materials, coordination with other work in progress, a disconnection schedule of utilities services, a detailed description of method and equipment to be used for each operation, and sequence of operations.

2.8.6 Disposal: Comply with local hauling and disposal regulations, Prefectural hauling and disposal regulations and hauling and disposal regulations of Government of Japan. The name of the waste generator and the location at which the waste was generated shall be clearly indicated on the outside of each container. Prevent contamination of the transport vehicle.

2.8.6.1 Reuse: First consideration shall be given to salvage for reuse since little or no re-processing is necessary for this method, and less pollution is created when items are reused in their original form. Sale or donation of waste suitable for reuse shall be considered.

2.8.6.2 Recycle: Waste materials not suitable for reuse, but having value as being recyclable, shall be made available for recycling whenever economically feasible. Arrange for timely pickups from the site or deliveries to recycling facilities in order to prevent contamination of recyclable materials. Recycle concrete aggregate, asphalt paving, soil materials, wood, lumber and etc, in accordance with latest guide-line of JAPAN MINISTRY OF LAND, INFRASTRUCTURE, TRANSPORT AND TOURISM.

2.8.6.3 Waste Management Plan: The Contractor shall provide the Contracting Officer a Solid Waste Management Plan; the plan shall include written notification of the quantity of solid waste/debris that is anticipated to be generated by construction. Include in the report the locations where the various types of waste will be disposed, turned or recycled. The Contractor shall submit a monthly Solid Waste Disposal Management Report to the Contracting officer by end of the month. Formal blank sheet for report will be furnished by the contracting officer at construction stage.

2.8.6.4 Disposal Records: Completed and signed manifests for industrial solid wastes from treatment or disposal facility shall be submitted as written evidence that the landfill for disposal is approved for industrial solid wastes disposal. Submit to the Contracting Officer, manifests signed and dated by an agent of the landfill, certifying the amount of industrial solid wastes delivered to the landfill. The Contractor shall submit the copies of initial and final manifest which are issued in accordance with Japanese regulation, within seven working days after issued date. In case hazardous wastes are disposed of off-base, Submit manifests for hazardous wastes as well.

2.9 Technical Execution Requirements: Unless otherwise indicated, work shall be performed in accordance with standards specified and submittals approved.

2.9.1 Civil Work: General requirements for civil work in conformity with "Common Specification, Civil Work", issued by Equipment Procurement and Construction Office (EPCO) of the Ministry of Defense, Government of Japan shall be applied.

2.9.1.1 Work in pontoons shall be performed as the “Confined Space.”

2.9.1.2 After removing pipes installed on existing decks, removed portion shall be painted with zinc rich paint.

2.9.1.3 Prior to opening holes for bolts to be fixed to deck and pile guide, reinforcing-bar detection shall be performed so as to confirm position of reinforcing bars. Work shall be performed with paying attention so as not to cut existing reinforcing bars.

2.9.1.4 Position of pile guide roller frames at Pier 1004, 1005 and 1006: Adjust the positon of pile guide roller frames and make all spaces between pile guide roller and piles to be 20 mm. Adjusted pile guide roller frames shall be tack-welded to the pile guide plates at five spots per frame.

2.9.1.5 Inclined pontoon shall be on the level as shown in the Contract Drawings. Existing water in the pontoon shall be pumped out of the pontoon. Inclined pontoon shall be re-balanced by existing ballast, such as sand sacks and blocks, to be the height of about 90 cm between sea surface and top surface of pontoon. In case existing ballast is not enough, the Contractor shall provide new ballast. Sand sack shall be made by dried sand.

2.9.1.6 Repair damaged pontoon at Pier 1006: Reinforcing bar of the pontoon to be repaired is rusted. Such rust portion shall be removed before repair.

2.9.1.7 When pile guide (Pier# 1006, p-62 and p-66) are hoisted out of sea, dirt and oyster are attached on pile guide. Hoisted pile guile shall be washed and cleaned up by using tools to remove such obstacles. After removal of such attachment, hoisted pile guide shall be confirmed their conditions whether they are reusable or not. All rubbishes generated during this removal work shall be transported to outside of the Government controlled area for disposal.

2.9.1.8 The Contractor is responsible for providing safe and sturdy scaffolding as necessary.

2.9.1.9 Work in Pontoons: In case that partial existing water piping or air piping disturbs site work, such portion of piping may be temporarily removed and reinstalled after work. After the restoration, Hydrostatic Test and Pressure Test shall be conducted as followed. The Contractor is responsible for recording all test data and results and preparation of test reports. Original and two sets of copy of each test report shall be submitted to and approved by the Contracting Officer.

a. Water Pipe: Hydrostatic Test in compliance with the requirements in MLIT "Standard Specifications for Government Buildings Construction Work." Piping shall be tested at a pressure of 1.75MPa at least one hour.

b. Air Pipe: Pressure Test in compliance with the requirements in Security Regulation for General High- Pressure Gas. Piping shall be tested at air pressure of 1.2MPa at least 20 minutes.

2.9.1.10 Welding portions shall be inspected by Penetrant testing of Non-destructive Testing and confirmed that there are not any portions of poor welding.

2.9.1.11 Epoxy resin bond for anchor bolts shall be injected without making spaces at injecting portion.

2.9.1.12 After injection, epoxy resin bond shall be taken curing period which complies with requirements or instruction published by the Manufacturer. During the curing period, do not interfere curing process by giving vibration or impacts.

2.9.1.13 Diving operation, which is partial work of this contract, shall be conducted complying with EM385-1-1.

2.10 Inspection, Testing and Report: All work of inspection, testing and report shall be conducted by the Contractor as specified herein and as directed. All defects disclosed by tests shall be rectified and the test repeated.

2.10.1 Field Tests:

2.10.1.1 Penetrant Testing of Non-destructive Testing: Penetrant testing at the welding portion shall be conducted at Contractor’s plant in accordance with JIS Z 2343-1 thru JIS Z 2343-4 in the presence of inspector qualified by JIS Z 2305. Test result shall be subject to the Contracting Officer’s approval.

2.10.2 Reports: The Contractor is responsible for recording all test data and results and preparation of test reports.

Original and two sets of copy of each test report shall be submitted to and approved by the Contracting Officer.

2.11 As-Built Records: After completion of actual construction work at work site, the Contractor shall submit As- Built Records to confirm the completion of the Contractor's actual construction work. As-built Records shall be As- Built Drawings and As-Built Documents for Work Completion, as required below. Submission and Government's acceptance of As-Built Records shall be completed within contract period, because they are the condition for final payment.

2.11.1 As-Built Drawings: Upon completing the work under this contract, the Contractor shall furnish a complete set of all shop drawings as finally approved. These drawings shall show all changes and versions made up to the time the equipment is completed and accepted.

2.11.2 As-Built Documents for Work Completion: Unless otherwise specified, four sets of the documents required below subparagraphs and two sets of electronic files of these documents on CD or DVD shall be furnished and submitted by the Contractor as a part of as-built records. Printed out document shall be bound in letter or A4 size loose-leaf binder with hard cover.

2.11.2.1 Record Documents of Materials: Furnish the record of materials used in the format indicated below.

Where several manufacturer's brands, types, or classes of the item listed have been used, designate the specific areas where each item was used. Key designations to the areas and spaces depicted on the contract drawings.

MATERIALS USED

SPECIFICATION (MANUFACTURER'S WHERE

MATERIALS DESIGNATION MANUFACTURER DESIGNATION) USED

2.11.2.2 Record Documents of Work Completion: Furnish the documents listed below for the Government to keep the records which are shown all status performed by the Contractor under this contract. All documents shall be modified to reflect the final status after the completion of construction.

(1) All Submittals other than Samples, such as Shop Drawings, Product Data, Design Data, Certificates, Manufacturer's Instructions, Manufacturer's Field Reports, Operation and Maintenance Data

(2) Field test results conducted under this contract

(3) Photograph records of work condition: Photograph records shall show each work steps from pre-construction to construction completion, including details of portions where will not be able to confirm after completion of the construction. Also, all performed portions shall be able to their conditions of pre-construction and work completion.

(4) Actual construction progress schedule

(5) Cost Data

(6) Manifests for disposed industrial solid wastes

2.12 Project Information:

2.12.1 Contract Drawings:

ELECTRONIC FILE NAME

19C#1559823D.pdf

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