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COMMERCE BUSINESS DAILY ISSUE OF MAY 22,1998 PSA#2101Commanding Officer, Offshore Facilities Contracts Branch, Naval
Facilities Engineering Command Contracts Office, 901 M Street, SE,
Building 218, Washington, DC 20374-5063 C -- INDEFINITE QUANTITY CONTRACT FOR MISCELLANEOUS DESIGN AND
ENGINEERING SERVICES FOR UNDERWATER FACILITY ASSESSMENTS OF GOVERNMENT
WATERFRONT FACILITIES, VARIOUS LOCATIONS, WORLDWIDE SOL
N47408-98-R-3774 DUE 061898 POC Ms. Anita Norris, Contract Specialist,
(202) 433-5310 or Ms. Rita D. Palmore, Contracting Officer, (202)
433-5313 This effort is 100% set-aside for 8(a) firms. The work
includes an indefinite quantity contract for miscellaneous design and
engineering services for underwater facility assessments of Government
waterfront facilities at various locations, worldwide. The general
intention is for the contractor to provide design and engineering
services that will be described and procured through appropriate
delivery orders. Underwater assessment includes, but is not limited to,
underwater inspection; engineering analysis of existing conditions in
comparison with design requirements, previous inspection reports and/or
drawings of the facilities; engineering calculations for structural
analysis with or without previous design calculations; documentation of
findings; and recommendations with cost estimates for follow-on
actions. All underwater assessments will be performed under the direct
control and supervision of registered professional engineer-divers.
For each underwater assessment, one registered professional
engineer-diver shall be appointed as the engineer-in-charge (EIC). That
EIC shall supervise the diving, dive at least 50% of the time,
supervise the writing of the detailed inspection report, and write at
least 50% of the detailed inspection reports. The other engineers that
are on-site may write the balance of the report. The EIC shall ensure
that all diving is done in accordance with OSHA standards. US
citizenship is required for all individuals to gain access to
inspection sites. Additional products and services may include
construction contract drawings and SPECSINTACT specifications; bid
analyses; post construction award services (PCAS); TITLE II Inspection
Services; engineering report review; database design, construction,
and population; procedures reports; engineering calculations; static
and dynamic mooring analysis using computer modeling; watertank
inspections in accordance with applicable standards of the American
Waterworks Association and NAVFAC MO-210.9; and FHWA certified
inspections using NBIS standards of overland and overwater bridges. A
waterfront facility is defined as any structure which is located on the
waterfront, in connection with, or potentially in contact with, water
or the marine environment. This would include inland structures that
require underwater investigations. Waterfront facilities include, but
are not limited to, piers, wharves, bulkheads, quaywalls, offshore
towers, potable water storage tanks, instrument support structures, dry
docks, moorings, bridges, underwater cables, or any similar structures.
The duration of the contract will be for a period of one year. The
contract guaranteed minimum amount shall be $10,000. The total amount
contracted for shall not exceed $250,000. The estimated start date is
October 1998. The selected firm will be required to provide a fee
proposal within ten days after receiving the Request for Proposal for
each delivery order. Each delivery order will be a firm fixed price A&E
contract. Selection evaluation criteria, in relative order of
importance, are as follows: (1) Professional qualifications,
specialized experience, and technical competence in conducting the
required services. This criterium requires evidence of the firm's
diving experience; diving techniques; experience in diving in cold
water, turbid water, and confined areas; and use of various type of
diving apparatus and tools. (2) The experience of the firm in providing
design and engineering services for repairs of waterfront structures.
This includes use of the SPECSINTACT system, Post Construction Award
Services (PCAS) and Title II construction inspection services. (3)
Firm's experience in evaluating structural conditions of facilities
using destructive and non-destructive testing (NDT) techniques. (4)
Firm's experience in evaluating both impressed current and sacrificial
anode type cathodic protection systems on submerged structures. (5)
Capacity of the firm to do the work in the required time; reports are
required 60 to 120 days after the inspection, depending on the number
and size of the facilities inspected. (6) Firm's quality control and
safety assurance procedures for underwater inspections, report
preparation, and design services. Submittal of the firm's safe diving
practices manual, or diving operations manual, is required for review
(this manual will not be returned). (7) Firm's past performance and
performance ratings on jobs of similar size and scope. The above stated
criteria is specific to agency needs, however, all interested parties
should see Note 24 for General Guidance. (0139) Loren Data Corp. http://www.ld.com (SYN# 0024 19980522\C-0002.SOL)
C - Architect and Engineering Services - Construction Index Page
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