SOLICITATION NOTICE
C -- Automated Revetment Surveys on the Mississippi,Atchafalaya, and Red Rivers
- Notice Date
- 3/18/2005
- Notice Type
- Solicitation Notice
- NAICS
- 541370
— Surveying and Mapping (except Geophysical) Services
- Contracting Office
- US Army Engineer District, New Orleans, ATTN: CEMVN-CT, P.O. Box 60267, New Orleans, LA 70160-0267
- ZIP Code
- 70160-0267
- Solicitation Number
- W912P8-05-R-0023
- Response Due
- 4/18/2005
- Archive Date
- 6/17/2005
- Small Business Set-Aside
- Total Small Business
- Description
- AUTOMATED REVETMENT SURVEYS ON THE MISSISSIPPI, ATCHAFALAYA AND RED RIVERS, SOL W912P8-05-R-0023. POC Frederick Pitts, 504-862-1819 Automated Revetment Surveys on the Mississippi, Atchafalaya and Red Rivers See Numbered Note 1 1. CONTRACT INFORMATION: The New Orleans District Corps of Engineers intends to contract for A-E services to perform hydrographic surveys on the Mississippi, Atchafalaya and Red Rivers. A firm fixed-price contract for three, one year periods is scheduled for award in October 2005, and to be completed October 2008. The base period and two option periods shall not exceed one year each. Estimated total cost of th e proposed services is between $500,000 -- $1,500,000 for each period. This announcement is open to small businesses only. 2. PROJECT INFORMATION: The New Orleans District requires Hydrographic & Topographic surveys obtained using Differential Global Po sitioning Systems (DGPS) and automated sounding systems for its revetment and preconstruction surveys at selected locations on the Mississippi, Atchafalaya and Red Rivers. Pre-construction revetment surveys shall consist of approximately 100 ranges over 2 .0 miles of river bank at 2 proposed sites on the Atchafalaya River and 1 proposed site on the Mississippi River. Surveys of the existing revetment shall consist of multibeam surveys of over 362 miles of riverbank at 85 sites on the Mississippi River and a pproximately 60 miles at 38 sites on the Atchafalaya River and at three sites on the Red River. Multibeam data will be provided on a 2x2 foot grid of each site. Firms must indicate capability of using both multi-beam bathymetric and single-beam transducer technology to obtain hydrographic surveys with emphasis on multi-beam surveying capability. Overbank surveys will be made at all preconstruction sites and major bank failures as described in the contract. All preconstruction and bank failure survey data fo r each range, no matter how the data are obtained, shall be edited, combined, transmitted electronically and furnished on digital video disk (DVD), in the New Orleans District's LMN830 data format. All multi-beam data shall be edited, thinned to a 2x2 foot grided file, compressed and transmitted electronically and furnished on DVD. CADD and/or chart deliverables shall be furnished in a format that is 100% compatible with the New Orleans District's MicroStation CADD system, MicroStation V8,2004 or latest ver sion. . 3. SELECTION CRITERIA: Selection evaluation factors in descending order of precedence are: (1) Specialized experience and technical competence in this type of work. (2) Relative to capacity, the A-E shall exhibit at least the following minimum per sonnel and equipment: one registered land surveyor, one 4-person shore control survey party, two 2-person multi-beam and single-beam surveying crews, each equipped with a minimum 18' survey boat with cabin, and with DGPS and automated depth sound equipment , of which one crew is to be outfitted with multi-beam system. (3) Past performance on contracts with DOD agencies. (4) A quality control plan appropriate for the type of work. (5) Safety plan and performance (man-hours lost in the last 100,000 worked). (6 ) Professional qualifications necessary for satisfactory performance of required services. For the Safety Plan and Quality Control Plan, skeletal outlines demonstrating the content of such plans are sufficient; however, not addressing these items will be viewed as non-responsive. SUBMISSION REQUIREMENTS: Interested firms having the capabilities to perform this work must submit seven copies of SF 330 and any other pertinent information. The SF 330 and instructions for its use can be found at the following Website: http://www.mvn.usace.army.mil/EBS_Contracting/index.asp. Encl 2 The six evaluation factors listed above must be addressed in th e appropriate sections of SF330 for the prime contractor as well as all subcontractors and consultants. Submit the requested information to the address below not later than the close of business on the 30th day after the date of publication of this announc ement. If the 30th day is a Saturday, Sunday or Federal holiday the deadline is the close of business of the next business day. Include the Firm's ACASS number in Block 5 of Section B on Page 1 of the SF 330. For ACASS information, call (503) 808-4594. Ove rnight or courier type mail should be sent to the following address: U.S. Army Corps of Engineers, New Orleans District, CEMVN-CT-T, Attn: Frederick Pitts, Foot of Prytania Street, New Orleans, La 70118-1030. Solicitation packages are not provided. This is not a request for proposal.
- Place of Performance
- Address: US Army Engineer District, New Orleans ATTN: CEMVN-CT, P.O. Box 60267 New Orleans LA
- Zip Code: 70160-0267
- Country: US
- Zip Code: 70160-0267
- Record
- SN00771741-W 20050320/050318212321 (fbodaily.com)
- Source
-
FedBizOpps.gov Link to This Notice
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