Atch (5)_1608338_Revised SPEC Seawall at CFAS-Amend 0002 (3 pages).pdf

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REPAIR DAMAGED SEAWALL, MAIN BASE AT THE COMMANDER FLEET ACTIVITIES SASEBO (eP# 1608338).
Solicitation number
N4008422B6500
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This document is an amendment to a solicitation for repair work on a damaged seawall at Commander Fleet Activities Sasebo in Japan. The amendment makes several revisions and clarifications to the specifications, including deleting inconsistencies concerning emergency government use, removing limitations on hazardous material abatement work timeframes, easing English communication requirements for supervisors, prohibiting the use of scuba diving, adding details on existing paint sampling locations, removing requirements for contractor surveys, clarifying temporary fencing specifications, and referencing design drawings for bollard load testing requirements. The related federal contract opportunity provides additional context, with the solicitation number, a description of the repair work scope, and information on obtaining further details from the referenced procurement website.

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CUI//FEDCON

Amendment #0001, Page 1 of 3

CUI // FEDCON

eProject No. 1608338 Amendment No. 0002

Date: 28 July 2022

REPAIR DAMAGED SEAWALL, MAIN BASE

At the

COMMANDER FLEET ACTIVITIES SASEBO

The purpose of this amendment is to delete inconsistencies concerning Government emergency use; to delete 14-calendar day limitation to finish MCL/PWL abatement work; to delete the English communication requirements for the superintendent or competent alternate; to delete inapplicable portions for projects in Japan; to ease the QC Manager requirements; to provide information concerning SCUBA operations; to add a description and map of paint sampling locations; to delete Contractor’s lead, cadmium, and chromium surveys; to clarify temporary fencing requirements; and to clarify the pulling test requirements.

CHANGES IN SPECIFICATIONS

The following revision must be made to the specifications listed herein. No revised specifications are being issued with this amendment. Prospective bidders are requested to make changes or revisions to the specifications as described hereinafter.

SECTION 01 14 00.00 33 – WORK RESTRICTIONS

Delete the following portion from item (3) of paragraph 1.2.1 Shipyard Area Scheduling Requirements:

“The Government may suspend all Contractor’s works at unknown intervals for a maximum of 90 days during the construction period for berthing operations without additional cost to the Government nor revision of the contract completion date. If required, the Contractor must remove construction materials and equipment, and must clear the areas needed by the Government during ship loading and unloading operations.”

Delete item g in its entirety from paragraph 1.2.3 Occupied Area Scheduling Requirements:

“g. The Contractor must finish Material Containing Lead(MCL)/Paint with Lead (PWL) abatement work within 14 calendar days at each berth, this period includes submission of clearance sampling report to the Government.”

Amendment #0001, Page 2 of 3

CUI // FEDCON

SECTION 01 30 00.00 33 – ADMINISTRATIVE REQUIREMENTS

Delete the following paragraph in its entirety and adjust the numbers of the remaining paragraphs:

“1.6.1 Minimum Communication Requirements Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.”

SECTION 01 33 00.00 33 – SUBMITTAL PROCEDURES

Delete the following paragraph in its entirety:

“1.4.1 Overseas Shop Drawing Submittals

Send submittals via overnight express mail service. All costs associated with the overnight express mail service are borne by the Contractor. Costs associated with the overnight express mail of submittals related to proposed submittal variances of resubmittals necessary as a result of noncompliant or incomplete Contractor submittals are the responsibility of the Contractor.”

SECTION 01 45 00.00 33 – QUALITY CONTROL

Delete the following portion from paragraph 1.5.1.2 Qualifications:

“A graduate of a four year accredited college or university program in one of the following disciplines:

Engineering, Architecture, Construction Management, Engineering Technology, Building Construction, or Building Science, with a minimum of 10 years experience as a Project Superintendant, QC Manager, Project Manager, Project Engineer or Construction Manager on similar size and type construction contracts which included the major trades that are part of this Contract. The individual must have at least two years experience as a QC Manager. The individual must be familiar with the requirements of EM 385-1-1, and have experience in the areas of hazard identification, safety compliance, and sustainability.”

Add the following paragraph:

“1.5.5 Diving Method SCUBA operations are prohibited and must not be proposed. The Contracting Officer may authorize SCUBA operations should an occasion arise that diving operations would become unviable without the use of SCUBA.”

SECTION 01 50 00.00 33 – TEMPORARY FACILITIES AND CONTROLS

Revise the following paragraph from:

“3.5 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, will become the property of the Contractor and be removed from the work site.”

To:

“3.5 TEMPORARY PROJECT SAFETY AND SECURITY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety and security fencing at the work site. Maintain the safety and security fencing during the life of the contract and, upon completion and acceptance of the work, will become the property of the Contractor and be removed from the work site.”

Amendment #0001, Page 3 of 3

CUI // FEDCON

SECTION 02 41 00.00 33 – DEMOLITION

“3.2.2.1.1 Government test result Government lead test result is attached end of this section.”

To the following and add the file, “Attachment 1_Bollard paint sampling locations.pdf” to the attachments.

“3.2.2.1.1 Government test result Government paint sampling locations and lead sampling results are attached at the end of this section.”

Delete the following paragraph in its entirety:

“3.2.2.1.2 Contractor’s Survey Perform lead, cadmium and chromium (VI) survey in accordance with EPA Title X and EPA RRP Rule before start of removal work.

Submit all laboratory reports to the Government. List the areas, types, locations, definition of non-detected and determination (Not use 0.5%, 5000 mg/Kg, and 0.06%.), and quantities (mg/kg) of lead, cadmium and chromium (VI) and any contamination that will affect the project, including soil and dust.

Provide sample descriptions, results, locations, location maps, and photographic documentation. Lead, cadmium and chromium (VI) sampling work must be done by an inspector or risk assessor who is trained and certified by the US EPA authorized certification and accreditation program. Testing laboratory must comply with following paragraph “Testing Laboratory”.

If the contractor suspects the presence of lead, cadmium and chromium (VI) in a location not identified within the table under paragraph "Government assumption without test data", the contractor may conduct survey/sampling at its own expense. If sampled and analyzed items on the laboratory report are confirmed to contain lead, cadmium and chromium (VI), a modification may be issued for the cost of the sampling, testing, abatement, and disposal.”

SECTION 03 01 30.71 33 – CONCRETE REHABILITATION

“3.4 BOLLARD PULLING TEST

Conduct bollard pulling test after the 28-day compressive strength of the filling concrete has been verified. Conduct test in accordance with precautions and procedures provided in UFC 4-150-08 MOORING HARDWARE INSPECTION. Loading must be increased incrementally from 10% up to 110% of the pulling load and must be held for 10 minutes when the final 110% is reached. The pulling loads to be applied at each bollard must be discussed with and approved by the Contracting Officer.”

To:

“3.4 BOLLARD PULLING TEST

Conduct bollard pulling test after the 28-day compressive strength of the filling concrete has been verified. Conduct test in accordance with precautions and procedures provided in UFC 4-150-08 MOORING HARDWARE INSPECTION. Loading must be increased incrementally from 10% up to 110% of the pulling load and must be held for 10 minutes when the final 110% is reached. The pulling loads to be applied at each bollard must be discussed with and approved by the Contracting Officer with reference to the withstand load indicated on the drawings.”

- End of Amendment -

REPAIR DAMAGED SEAWALL, MAIN BASE
At the

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