|
COMMERCE BUSINESS DAILY ISSUE OF MAY 14,1998 PSA#2095U. S. Army Corps of Engineers, Omaha District, 215 North 17th Street,
Omaha, NE 68102-4978 C -- INDEFINATE DELIVERY CONTRACT FOR GEOLOGICAL, GEOTECHNICAL
ENGINEERING, SURVEYING SERVICES FOR THE OMAHA DISTRICT CORPS OF
ENGINEERS, OMAHA, NEBRASKA SOL DACA45-98-R-0020 POC For Procedural
questions: John Miller (402)221-4176; technical, Kim Mulhern
(402)221-7735 or Betty Hatfield (402)221-7732 WEB: OMAHA DISTRICT
CONTRACTING DIVISION HOMEPAGE,
http://ebs.nwo.army.mil/EBS/CONTRACT.HTM. E-MAIL: LeighAnn Lucas,
Leigh.A.Lucas@usace.army.mil. CONTRACT INFORMATION: This contract is
set aside for firms currently in the Small business Administration
(SBA) 8(a) Program in SIC code 8711. An Indefinite Delivery Type
contract may be awarded for a base period and may include two
additional option periods. The contract amount will not exceed $500,000
in any period. The base period and option periods will not exceed one
year each, but option periods may be exercised when the contract amount
for the current period has been reached. Task Orders will be issued
from time to time as the need arises during the contract period. The
amount of the Task Orders will not exceed the contract amount in any
period. Contract award is anticipated in November 1998. Types of
services required will include site investigations, studies, reports,
surveying, mapping, design services (option), and construction phase
services (option). PROJECT INFORMATION: Geological, geotechnical
engineering, and surveying services will be required for a variety of
tasks in support of civilworks, military construction and hazardous,
toxic and radioactive waste (HTRW) projects for the Omaha District.
Task orders may consist of soil and/or rock drilling services,
performing geological or geotechnical studies, and the preparation and
review of reports and design drawings and submittals for the following
types of projects and tasks: groundwater control, subsurface
excavations, grouting, rock and soil mechanical analysis, laboratory
soil and rock test data interpretation, strength and mix design testing
for concrete and asphalt, testing of aggregate materials, testing of
paints and coatings, groundwater hydrologic interpretation, dam safety
inspections, surveying, mapping, literature searches, and the
preparation of detailed cost estimates. Experienced geologists and
soils engineers may be required to classify subsurface material,
collect soil and groundwater samples for physical and chemical
analyses, prepare subsurface geology interpretations, perform sample
handling, conduct standard field testing, prepare instrument
installation diagrams, make recommendations to solve field
investigation difficulties, make recommendations for instrument
rehabilitation procedures, provide technical expert services, and
prepare final project reports. Field services may also require HTRW
site investigations including drilling services, development of site
safety and health plans, development of sampling and analysis plans,
sampling contaminated water and surface and subsurface material, and
conducting soil vapor surveys. Services may also include soil and rock
drilling and sampling, backhoe trenching, groundwater parameter
definition, cone penetrometer testing, performing borehole and surface
geophysical surveys, installation and sampling of groundwater
monitoring wells, installation of subsurface monitoring
instrumentation, computer modeling, HTRW feasibility studies/remedial
design, wetlands mitigation, and surface and subsurface geological
mapping. Expert services may consist of document review and testimony.
Survey requirements will include horizontal and vertical positioning
of point features in appropriate state plane coordinate systems to
third order accuracy utilizing conventional and Global Positioning
System (GPS) procedures. Mapping in a totally electronic field to
finish environment utilizing breakline and mass point data collection
techniques may be required. True 3-dimensional mapping developed in
Intergraph Micro-station will be required. Emergency response actions
as authorized by Public Law 84-99 may be required under this contract.
Initial Levee Eligibility Inspections, Rehabilitation Project
Information Reports, and development of Plans and Specifications, and
Advance Measures Project Information Reports may be required. Delivery
of all electronic files, as well as vellums and prints, will be
required. Most work required under these contracts is anticipated to be
within the boundaries of the Omaha District, but some services may be
required outside of these boundaries subject to higher headquarters
approval. SELECTION CRITERIA: Criteria for selection, in order of
importance, are: (a) Recent specialized experience and technical
competence of the firm (including consultants) in:(1) Performing
geological, groundwater, and foundation investigations and designs
similar to those described above. (2) Performing HTRW investigations
similar to those described above. (3) Performing Emergency response
actions similar to those described above. (4)Producing quality products
as evidenced by the firm's quality control procedures described in the
Management Plan (See SUBMITTAL REQUIREMENTS) The selected A-E firm
must be able to provide products that meet guidance, criteria, and
quality standards without detailed review by the District. (5)
Effective management of the project team, including consultants as
described in the Management Plan. The firm must present a logical team
organization that provides an effective method of coordination and
communication between the individual team members as well as
consultants. (b) Professional qualifications and specialized experience
in providing services similar to those listed above of the proposed
team members (including consultants) in the following disciplines:
geology, geological engineering, soils engineering, chemistry,
industrial hygiene, surveying, mapping, and estimating. (c) Capacity to
accomplish the work in the required time. The A-E must be able to
provide drilling services on call and have sufficient drill crews to be
able to complete more than one delivery order at a time. (d) Past
performance on previous contracts with respect to cost control, quality
of work, and compliance with performance schedules. (e) Location of
prime's and consultants' offices in the general geographic area of the
Omaha District. (f) Volume of DOD contract awards in the last 12
months with the object of effecting an equitable distribution of DOD
A-E contracts among qualified A-E firms. SUBMITTAL REQUIREMENTS:
Solicitation packages are not provided for A-E contracts. This is not
a request for proposal. Firms desiring consideration must submit two
copies of a combined SF 255 for prime and consultants and separate
SF-254s for prime and each consultant. To be considered, submittals
must be addressed as follows: U.S. Army Corps of Engineers, Omaha
District, CENWO-ED-C, ATTN: John M. Miller, 215 N. 17th Street, Omaha,
NE 68102-4978. Submittals must be received no later than 4:00 PM CDT
on June 15, 1998. In block 10 of the SF 255, provide the following:(a)
Management Plan (MP). The plan should be brief and include an
explanation of the firm's management approach, management of
subcontractors (if applicable), specific quality control procedures
used, and an organizational chart showing the inter-relationship of
management and various team components (including subcontractors). (b)
A letter from the SBA confirming the firms status in the 8(a) program.
In block 3 of SF 255 provide the submitting firm's number (six or seven
digits) assigned by the North Pacific Division, U.S. Army Corps of
Engineers, for the Architect-Engineer Contract Administration Support
System (ACASS) and the firm number for any consultants in block 6 of
the SF 255. If unknown, so state. To receive information on how to
obtain an ACASS number, call (503) 808-4591. Personal visits for this
solicitation to the Omaha District offices will not be scheduled.
(0132) Loren Data Corp. http://www.ld.com (SYN# 0024 19980514\C-0002.SOL)
C - Architect and Engineering Services - Construction Index Page
|
|