|
COMMERCE BUSINESS DAILY ISSUE OF SEPTEMBER 8,1999 PSA#2427General Services Administration, Public Buildings Service (PBS),
Chesapeake Realty Services District (3PC), The Wanamaker Building, 100
Penn Square East, Philadelphia, PA, 19107-3396 Z -- RENOVATION OF SSA ANNEX BUILDING, BALTIMORE, MD SOL
GS-03P-00-DXC-1000 DUE 100199 POC Debbie Phillips, Contracting Officer,
Phone (215) 656-6133, Fax (215) 656-5838, Email debbie.phillips@gsa.gov
WEB: Visit this URL for the latest information about this,
http://www.eps.gov/cgi-bin/WebObjects/EPS?ACode=P&ProjID=GS-03P-00-DXC
-1000&LocID=55. E-MAIL: Debbie Phillips, debbie.phillips@gsa.gov. This
requirement is for the procurement of a construction firm to provide
all supervision, labor, materials and equipment necessary to renovate
the SSA Annex Building, 6401 Security Boulevard, Baltimore, MD. The
project entails (but is not limited to) the following: the removal of
existing inverted built-up roof and storm drain system; exterior
masonry walls, exterior doors and windows, interior masonry metal
panels and metal stud wall partitions, interior doors, frames and
windows; plaster and suspended acoustical ceilings, carpet tiles,
resilient flooring and other applied finishes, hazardous material
abatement, plumbing piping and fixtures, HVAC ducts, piping and
equipment, power distribution, lighting and communications conduit,
wiring and equipment, selective demolition and entrance canopies. The
removal, storage and/or relocation and reinstallation of: fire alarm
system components, cooling tower, exterior and interior cameras,
pre-cast concrete roof walkway pavers, marble wall facings, food
service equipment. The exterior work includes, (but is not limited to):
pre-cast concrete panels, brick masonry, curtain walls and windows,
sheet waterproofing, swing and revolving doors, loading dock with
extensions to an existing concrete retaining wall, bituminous paving
and hydraulic dock lifters, cementitious coatings, landscaping,
skylights, driven piles, side sediment and erosion control, louvers,
exterior in-grade lighting, modified bitumen roofing with tapered and
thermal insulation, aluminum sheet metal flashing and trim, new storm
drain system, concrete sidewalks. Interior work includes, (but is not
limited to): structural concrete removal and repair, concrete masonry,
glass unit masonry and gypsum drywall partitions, integrated access
floor/wiring assembly, cementitious floor toppings, structural steel
framing and metal decking, metal fabrications and gratings, pipe and
tube railings, wood handrails in existing stairs, rough and finished
woodwork, plastic fabrications, building insulation, firestopping, wood
and hollow metal doors in hollow metal frames, packaged door
assemblies, overhead coiling doors and horizontally sliding grilles,
accessible hardware and power door operators, gypsum and veneer
plaster, ceramic and quarry tile, terrazzo, suspended acoustic tile
ceilings, suspended decorative grids, suspended gypsum drywall
bulkheads and ceilings, resilient tile flooring and bases, carpet and
carpet tile, painting, special coatings and wall coverings, ceiling
hung toilet partitions, wire mesh parititions, signs metal lockers,
fire extinguishers and cabinets, hospital type hydraulic freight
elevator for the cafeteria, plumbing fixtures and piping, HVAC
ductwork, piping and controls, thermal ice storage system, sprinkler
system, indirect and recessed lighting, fire alarm, public address,
security systems, power distribution, lighting and communications
conduit, wiring and equipment, glass unit masonry. Also included is the
following: maintaining operation of a fitness center on the first floor
during construction including HVAC, power, lighting, phone service and
two fire rated means of egress; the relocation of the cafeteria and
dining area and the provision of food service equipment; the creation
of two atriums on the fourth floor and the creation of a two story
entrance lobby above the first floor, closing and securing the link
structure to the adjacent Operations Building and maintaining the
handicapped access to the southwest entrance of the Operations Building
during construction; the security office on the first floor shall
remain, but will be unoccupied during construction. The successful
offeror will be required to utilize Primavera Expedition Express, which
is a web based system for transferring project information. This is a
metric project as drawings and specifications are prepared utilizing
metric units. The building is an existing 4-story, 37,725 square meter
gross floor area office building which houses Social Security
Administration personnel. The approximate duration of the contract is
eighteen (18) months. The estimated cost range of this project is over
thirty-five million dollars ($35,000,000.00), will be a firm fixed
price type contract and the procurement method will be a competitive
negotiated Request for Proposal (RFP). Source Selection Procedures as
identified in FAR Part 15.3 will be utilized in the selection of a firm
offering the best value in terms of price and technical merit.
Accordingly offerors will be evaluated based on technical merit with
respect to demonstrated successful past performance, including the past
performance of their subcontractors, qualified/experienced personnel
and on price proposals. The acquisition process shall consist of five
phases: 1) receipt and evaluation of technical offers, 2) develop an
advisory short list based on technical qualifications with notification
to each firm, (the short listed firms will be provided with 100%
construction documents, firms who did not make the advisory technical
short list will not be precluded at this stage), 3) receipt and
evaluation of initial price proposals from short listed firms, 4) oral
presentations and interviews and 5) negotiations and receipt and
evaluation of best and final offers. Award will be made based on a
combination of price and technical evaluation factors. The technical
evaluation factors are more important than cost or price. The
Government has reserved the right to award upon receipt of price
proposals in phase 4 without negotiation. The relative weights in the
evaluation process in descending order of importance are: 1) Past
Performance, 2) Project Management Staff and 3) Subcontracting Team.
Upon receipt and evaluation of all technical and price proposals, a
formal selection of a firm will be made that offers the greatest value
to the Government. The SIC Code is 1542. This procurement is being
conducted on an unrestricted basis in accordance with the Small
Business Competitiveness Demonstration Program. This announcement also
constitutes the synopsis of the pre-invitation notice. The technical
qualification documents will be available through the World Wide Web
only on September 3, 1999. The web address is www.eps.gov. No paper
copies of the technical requirements will be available through this
office. A pre-proposal conference and walk through for the technical
proposal will be conducted at the SSA Annex Building, 6401 Security
Boulevard, Woodlawn, MD at 10:00 AM on September 21, 1999 in the
cafeteria. Please call Ms. Debbie Phillips at (215)656-6133 to confirm
attendance. The technical proposals are to be received in this office
on October 1, 1999. Posted 09/03/99 (D-SN376534). (0246) Loren Data Corp. http://www.ld.com (SYN# 0138 19990908\Z-0006.SOL)
Z - Maintenance, Repair or Alteration of Real Property Index Page
|
|