SOLICITATION NOTICE
99 -- Weir Repair
- Notice Date
- 5/19/2009
- Notice Type
- Presolicitation
- NAICS
- 237110
— Water and Sewer Line and Related Structures Construction
- Contracting Office
- Department of the Army, ACA, US Army Contracting Command Europe, ACA, JCC-Bondsteel, Kosovo, ACA, JCC-Bondsteel, Kosovo, ATTN: AEUCC-S3, Unit 29331, APO, AE 09266-0509
- ZIP Code
- 09266-0509
- Solicitation Number
- W912SR09T0004
- Response Due
- 6/13/2009
- Archive Date
- 8/12/2009
- Point of Contact
- Erik Meyer, 314 781 3393<br />
- E-Mail Address
-
ACA, JCC-Bondsteel, Kosovo
(erik.meyer@eur.army.mil)
- Small Business Set-Aside
- N/A
- Description
- ***The Balkans Contingency Contracting Team, Camp Bondsteel Kosovo, APO AE 09340 LOCATION: Strpce, Kosovo Synopsis Strpce Weir Repair Project The asbestos pipe running through the weir is presently fractured. The pipe lacks integrity causing it to leak and at times allowing surface water to enter the existing distribution system. This intent of this repair is to restore water system integrity from the identified well head to the distribution hub across the stream. Phase I, Installation of New Waterline: a)Create a coffer dam to direct water flow away from the intended work area. b) Trench approximately 30m to a depth no less than 35cm along the pipe footprint identified in drawing number 2. c)Penetrate the existing walls in two locations to allow the pipe to pass through. d)Penetrate the wellhead and distribution structures. e)Install the 20cm OD PVC pipe into the trench, through the holes in the walls and structures. f)Connect the new pipe to the wellhead and distribution system without introducing contamination into the system. g)Backfill trench except for the immediate spillway area. h)Throughout the installation of this line, water supply shall not be interrupted for more than 24 hours. Phase II, Reinforcement of Spillway: a)Drill 20mm diameter holes 10cm deep into the existing spillway to accept 16mm rebar. The intent is to establish a 10cm high lip on the existing spillway and tie into a footing within the stream bed. Reference drawing number 3. b)Create a grid with tied reinforcing steel of squares no greater than 20cm. c)Steel being introduced into the existing concrete are to be epoxied into the 10cm deep holes with a steel/cement compatible compound. Steel is to be tied in such a way that no steel shall be within 2.5 cm of the anticipated surface of the concrete. d)After completion of rebar work, construct the concrete forms. e)Forms will be constructed in such a way that the finished spill way deck will deviate no more than.65 cm from end to end. f)If necessary, evacuate the footing area of water using trash pumps. g)After forms are complete, pour and finish the concrete. Concrete is to have a minimum strength of 3000 psi. h)Remove all forms. i)Remove coffer dam. j)Restore stream bed to previous condition. A site visit date will be announced in the solicitation. Project should be completed within 14 days of start with water supply interuption for no more than 24 hours at any time during repair This announcement is Full and Open. NOTICE OF ANY OPTIONS: None TYPE OF CONTRACT: Firm Fix Price Contract ESTIMATED STARTING DATE: To be Determined SCHEDULED OPENING & CLOSING: The solicitation will be available on or about the week 30 MAY 2009, and proposals will be due on or about 13 JUNE 2009. The solicitation, including any amendments, shall establish the official opening and closing dates and times. ANY SIGNIFICANT EVALUATION FACTORS: Proposals received in response to this solicitation will be evaluated in accordance with procedures outlined in FAR 52.212-2 Evaluation-Commercial Items, the winning offer being most advantageous to the Government, Best Value, with price and other factors considered. The solicitation will include evaluation factors and SOWs. Any changes to evaluation factors will be issued by amendment. NAICS CODE: The North American Industry Classification System (NAICS) Code for this project is: 237110 INFORMATION ON HOW TO OBTAIN THE SOLICITATION: This solicitation, with plans, specifications, and any amendments, will be published in electronic format on FedBizOpps Internet Web Site only at https://www.fbo.gov. Vendors must be actively registered with FedBizOpps in order to obtain a copy of this solication. There will be no printed hard copies or CD-ROM Disks provided by this office. Offerors are responsible for checking FedBizOpps Web Site frequently for any update(s) to this Pre-Solicitation Announcement or amendments to the Solicitation. CENTRAL CONTRACTOR REGISTRATION (CCR) REQUIREMENTS: -- - PLEASE NOTE: NEW CCR REQUIREMENTS - - - -Prior to bidding, vendors must be actively registered in the Central Contractor Registration (CCR) system, including creation of an MPIN number. Registration instructions may be obtained, and online registration may be accomplished, at - - - www.ccr.gov - - - By submission of a bid, a bidder acknowledges the requirement to be registered in the CCR database prior to award; during performance; and through final payment of any contract resulting from the solicitation. Refer to CCR clause 252.204-7004. PROSPECTIVE CONTRACTORS MUST BE REGISTERED WITH CCR PRIOR TO AWARD OF ANY CONTRACT. POINTS-OF-CONTACT --- The point-of-contact for administrative or contractual questions is: CPT Meyer DSN 314*781*3393 LOCAL (038)51*33*3393 FAX: (038)51*33*4750, or 011*49*621*730*781*4750 Email: erik.meyer@eur.army.mil The point-of-contact for questions regarding the scope of work, plans and specifications, or other technical issues is: CPT Okada, DSN (314) 781-3905.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/DABN/DABN53/W912SR09T0004/listing.html)
- Place of Performance
- Address: ACA, JCC-Bondsteel, Kosovo ATTN: AEUCC-S3, Unit 29331 APO AE<br />
- Zip Code: 09266-0509<br />
- Zip Code: 09266-0509<br />
- Record
- SN01822821-W 20090521/090520002401-3c8e1584e1329e7c89bf23603d36fe0d (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
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