Loren Data Corp.

'

 
 

COMMERCE BUSINESS DAILY ISSUE OF JULY 12,1999 PSA#2385

DA, Tulsa District, Corps of Engineers, 1645 South 101st East Avenue, Attn: CESWT-CT, Tulsa, OK 74128-4609

C -- INDEFINITE DELIVERY CONTRACT FOR DAM SAFETY EVALUATION AND INSPECTION FOR MISCELLANEOUS PROJECTS ASSIGNED TO THE TULSA DISTRICT FROM WITHIN THE CONTINENTAL UNITED STATES (PRIMARILY TD) POC Mr. Jimmy White, Contracting Division, 918/669-7043 1. CONTRACT INFO: A minimum of one Indefinite Delivery Contract will be awarded for Dam Safety and Inspection for Miscellaneous Projects assigned to Tulsa District. This is not a request for a Proposal and there is no bid package. This procurement is unrestricted. It is anticipated the contract award date will be awarded by September 1999. The total cumulative amount for this indefinite delivery contract will not exceed $300,000 for the first year period, with no one delivery order to exceed $150,000. The contracting officer may exercise an option to extend the contract for a second and a third 1-year period with an additonal cumulative amount not to exceed $300,000 each year and no one delivery order to exceed $150,000. Should the cumulative contract amount reach $300,000 prior to passage of 365 days, the option for the second year and an additional $300,000 of work and services may be exercised. After the first option has been exercised, should be cumulative contract amount reach $600,000 prior to passage of 730 days, the option for the third year and an additional $300,000 of work and services may be exercised. If a large business is selected for this contract, it must comply with FAR 52.219-9 regarding the requirement for a subcontracting plan on that part of the work it intends to subcontract. The plan is not required with the submittal. For your information, the subcontracting goals for Tulsa District are 65% for small business, 10% for small disadvantaged business and 5% women owned. The minimum award under this contract is $6,000 for the base year of $3,000 in the each option year. 2. PROJECT INFORMATION: Projects may consist of the following: a) cleaning and evaluation; b) obtaining water quality samples; c) performing field permeability tests on relief wells and piezometer; d) pump test and cleaning equipment consisting of centrifugal and submergible pumps capable of pumping from 1 to 200 gallons per minute and a 500 gallon tank for cleaning; e) completion of comprehensive reports prepared by a professional engineer registered in the State of Oklahoma, Texas, or Kansas, with experience in the maintenance and repair of toe drain and relief well systems. Assessment of the condition for the total relief well of piezometer system shall include recommendations for the system repair of modification and determination of the degree of deterioration of the system. On-site layout for core boring and test pits for a field exploration program, inspection and sampling of borings and test pits to obtain and visually classify soil and rock of different types and properties, and reports detailing the site condition along with drilling and test pit logs prepared in a format compatible to computer input. Equipment is required for continuing evaluation of the earth embankments. Contract requirements will include evaluation of monitoring vertical and horizontal movements on the crest and upstream and downstream slopes of the embankment. Equipment is required for continuing evaluation of concrete structures. Evaluation shall consist of monitoring horizontal movements on lockwalls, powerhouses, and spillways. Equipment is required to perform formal periodic inspections of dams located on military reservations. The Contractor shall perform field investigations and prepare a formal 5-year inspection report in accordance with the Federal Emergency Management Agency Circular (FEMA93), Federal Guidelines for Dam Safety. Reports shall be prepared by a professional engineer registered in the State of Oklahoma, Texas, or Kansas with experience in the operational of earth and concrete dams. Comprehensive reports with photographs detailing the overall condition of the crest, any associated service bridges, roadway, guardrails, outlet works, lockwalls or spillways, and upstream and downstream slopes. Numeric data shall be in a format suitable for computer input and supplies on 3.5-inch disks. Reports shall be submitted in Word 97 on 3.5-inch disks and in hard copy. 3. TECHNICAL CAPABILITY: Professional Engineer and/or Professional Geologist registered in the State of Oklahoma, Texas, or Kansas. Most of the work will be located within Oklahoma, Texas, or Kansas. 4. SELECTION CRITERIA: See Note 24 for general selection process. The selection criteria in descending order of importance are: a) Professional qualifications for satisfactory performance of the required service: b) Past performance on contracts with Government agencies and private industry in terms of cost control, quality of work and compliance with performance schedule; c) Specialized experience and technical competence in the type of work required; d) Capacity to respond quickly, mobilize qualified personnel, and produce quality results under short deadline restraints; e) Volume of work previously awarded to the firm by D0D with the objective of effecting an equitable distribution of DoD contracts among qualified firms that have not had prior contracts; f) Location of the firm with respect to the projects. 5 . SUBMITTAL REQUIREMENTS: See Note 24 for general submittal requirements. Interested firms having the capabilities to perform this work must submit one copy of SF255 (and a SF254 for the prime firm and all consultants) to the above address Contracting Division, 1645 South 101st East Avenue, Tulsa, OK 74128-4609 no later than 4:30 p.m. on the 30th day after the date of this announcement. If the 30th day is Saturday, Sunday or Federal Holiday, the deadline is 4:30 p.m. of the next business day. Faxed submittals will not be accepted. The SF255 should specifically address the requirements of this announcement. Responding firms are requested to clearly identify those tasks to be performed in-house and at what office, and those tasks to be subcontracted and at what office. Specify the address of the key person that is assigned to Block 7c. Include in your submittal a proposed organization chart and a narrative description of how the organization will function. Responding firms are requested to identify all computer capabilities in Block 10 of the SF255, not to exceed 10 written pages.If firms/consultants listed on the SF255 have a current SF254 (submitted within the past 12 months) on file with the Corps of Engineers' Architect-Engineer Administrative Support System (ACASS), Portland, Oregon, they need not submit a SF254. Cover letters and extraneous material are not desired and will not be considered. Personal visits to discuss this contract will not be scheduled. Solicitation/bid packages are not provided. This is not a request for proposal. Posted 07/08/99 (W-SN351892). (0189)

Loren Data Corp. http://www.ld.com (SYN# 0027 19990712\C-0006.SOL)


C - Architect and Engineering Services - Construction Index Page