SOLICITATION NOTICE
Y -- BOLLARDS FOR TUMACO NARINO, COLOMBIA
- Notice Date
- 4/9/2015
- Notice Type
- Presolicitation
- NAICS
- 238190
— Other Foundation, Structure, and Building Exterior Contractors
- Contracting Office
- Bogota Branch (PARC Americas 410th CSB), KO Directorate of Contracting, Unit 5136 US Embassy Colombia, APO, AA 34038-0008
- ZIP Code
- 34038-0008
- Solicitation Number
- W913FT15R0006
- Response Due
- 4/9/2015
- Archive Date
- 6/8/2015
- Point of Contact
- ANA, 571-2752907
- E-Mail Address
-
Bogota Branch (PARC Americas 410th CSB)
(ana.montes.co@tcsc.southcom.mil)
- Small Business Set-Aside
- N/A
- Description
- 5. SPECIFICATIONS 5.1 General: The Contractor shall furnish all labor, transportation, equipment, materials, and any other items and services necessary to provide and install five (5) steel bollards. The Contractor shall be responsible for the development of a material list for COR review. The Contractor shall provide a draft list with corresponding technical information for review with his proposal. Upon approval of the material list by Government, the contractor shall provide sample materials as identified in the approved material list. The Contractor shall submit all material under this section for COR approval and ensure that materials for project shall be environmentally friendly in accordance with paragraph 1.5.19. 5.1.1 Formats for the drawings shall be submitted in AutoCad 2010 and pdf. The U.S. Army South engineer will approve the design. Neither the U.S. Government's review, approval or acceptance of, nor payment for the requirement required under this contract shall be construed to operate as a waiver of any rights under this contract or of any cause of actions arising out to the performance of this contract. The Contractor shall be and remain liable to the U.S. Government in accordance with applicable law for all damages to the U.S. Government caused by the Contractor's negligent performance under this contract. 5.1.2 The work will be executed based on the following requirements: The contractor shall be responsible for the professional quality, technical accuracy, and the coordination of designs, drawings, and specifications, furnished by the contractor under this contract. The contractor shall, without additional compensation, correct or revise any errors or deficiencies in its designs, drawings, and specifications to meet local and national codes and standards. 5.1.3 Once the design is approved, any design changes will be submitted to U.S. Army South Engineer for approval. Contractor shall not proceed without prior approval of the U.S Army South Engineer. If the design changes imply cost to the government, the Contractor shall immediately notify the Contracting Officer. 5.1.4 All drawings, specifications, operations and maintenance handbooks, manufacture's information, and other documents derived from the work, will belong to U.S. Army South and should be turned over as well as the original and two copies of the final construction and architectural drawings (as-builts). Format for the drawings shall be AutoCad 2010 and pdf. All designs required in this contract (new constructions and fabrication) shall be validated and approved by contractor professional licensed engineer and submitted to the COR for final approval. 5.2 Site preparation. Contractor shall prepare location for the bollards installation. Preparation includes cut, fill, patch, and connect bollard drains to existing drain lines (or provide new drain lines). Layout depicting cut, fill, patch, and drains connections shall be submitted to the Contract Officer Representative prior to commencement of work. Contractor shall also provide the layout to installation POCs and get POCs approval in writing. 5.3 Removable Steel Bollards. 5.3.1 Embedment Sleeve and cap. The five (5) removable bollards shall allow for unlocking and manual removal from a carbon steel embedment sleeve. Each removable steel bollard shall have a 50 cm long metal sleeve of 206 mm diameter permanently embedded into the pavement at a depth of 50 cm and flush with the pavement (see Technical Exhibit 2. Bollards). The sleeve shall be constructed of 6.35 mm thick carbon steel or better material. The embedment sleeve shall allow for a 21 cm diameter carbon steel bollard, schedule 40, to be inserted. Bollard shall stay straight when inserted in the sleeve and tight. Tolerance shall be 3.175 mm. Contractor shall grease the jacket for protection and easy steel pipe installation and removal. Contractor shall also provide cap for the open embedment sleeves. Cap shall be fabricated of the same material than the sleeve. Sleeve cap shall flush with the top of the sleeve and have handle for easy removal and installation. Handle shall sustain heavy loads. A total of 10 sleeves and 10 caps shall be provided under this contract. Five (5) sleeves and five (5) caps will serve to relocate the bollards when the gate is opened. 5.3.2 Drainage. A drainage layer shall be provided at the bottom of each fixed pipe jacket. This layer shall be 200 mm thick. The bottom of the sleeve shall have a perforated surface for ease of drainage. A geotextile fabric liner shall be provided as a separation medium to avoid contamination of the drainage layer. The geotextile fabric liner shall be installed at the drainage channel walls. This layer shall be of a permeable high quality material (i.e. limestone, gravel, or similar material). The drainage channel shall discharge to a ditch, trench, or rain collection channel (i.e. divert the water flow from the barriers and avoid water accumulation). If the ditch, trench, or rain collection channel is not available, contractor shall make or provide it. 5.3.3 Removable Bollard. A 21 cm diameter carbon steel bollard, schedule 40 with a length of approximately 1.73 meters shall be constructed with a set of two (2) heavy welded handles on each opposite side of the bollard (a total of 4 handles) for easy insertion and removal from the embedded sleeve. An application of anti-corrosive bright yellow paint on the exposed surface of the bollard shall have diagonal line patterns (Technical Exhibit 2. Bollards). Contractor shall provide a cut sheet or plan with details for the removable bollard, embedment system and their features shall be provided to the COR for review prior to the commencement of work. A total of five (5) bollards shall be provided under this contract. 5.4 Final clean up and finishes. The Contractor shall do a final cleaning to include disposal of debris resulting from construction as well as dispose of containers for the materials used during construction. All debris and garbage, excavation materials, debris from the construction, as well as the garbage created by the containers for the materials, such as boxes and bags shall be removed. All the grass that grows in the construction lot during construction shall be cut and clippings moved to the municipal dumps by Contractor. The Contractor shall remove all trash, debris, or surplus materials from the work site and shall leave the work site clean of all debris when work is completed. The Contractor shall maintain the work site in a neat, orderly, and safe condition at all times. The Contractor shall remove debris on a daily basis. The Contractor shall remove all tools, supplies, equipment, and debris upon completion of the contract. Contractor shall coordinate with local Colombia Government agencies to dispose materials in their landfills or designated areas. 5.5 Temporary construction. Contractor shall remove temporary construction of offices, bathrooms, storage areas, and any other construction of a temporary nature from the site as soon as the progress of the project permits. Those places in the grounds occupied by said constructions shall be reconditioned properly, level, and reestablished to its original condition of better. It is recommended to the Contractor to take photos of the original conditions and after construction is completed. 5.6 Warranty. Contractor shall warrant its work against faulty workmanship for a period of not less than one year from the date of Government acceptance of the work provided under this contract. Under this warranty, contractor shall be prepared to return to the work site within one working day after notification without charge to make any necessary repairs as a result of faulty workmanship. Refer to FAR Clause 52.236-5, Warranty of Construction. 5.7 Final Report. The Contractor shall submit a final report, 2 digital in English and 1 digital in Spanish to include all maintenance manuals for all equipment installed, as-built drawings, bi-weekly reports, invoices, final construction schedule, and all other documentation required to turn over the construction project to the COR for approval. 5.7.1 Final payment will be withheld until the final report is received and approved by the COR. PART 6 6. APPLICABLE CODES & STANDARDS. The design and construction shall be in accordance with established construction practices, and the latest revision/edition of the following referenced codes and standards, where applicable. UFC 1-300-09N, Design Procedures, provides design guidance and contains references to other UFC's and codes that are to be used for this contract. UFC 1-200-1, General Building Requirements, is the building code guide and contains references to other UFC's and codes that are to be used in this contract. - American National Standards Institute Standards (ANSI) - American Society of Testing and Materials (ASTM) - International Building Code (IBC) - Norma Sismo Resistente 2010 (NSR 10) - Normas T cnicas Colombianas (NTC) Where discrepancies in the referenced standards and the contract requirements occur, the more stringent requirements shall govern. If this occurs, the contractor shall immediately notify the COR. PART 7 7. ATTACHMENT/TECHNICAL EXHIBIT LISTING 7.1 Technical Exhibit 1 - The Deliverables schedule. 7.2 Technical Exhibit 2 - Bollards. Technical Exhibit 1 - DELIVERABLES SCHEDULE DeliverableFrequency# of CopiesMedium/FormatSubmit To 1. Contractor shall provide a copy of the QC plan. See paragraph 1.5.1 for additional information. Deliverable after Contract AwardOne copy, 30 days after contract awardElectronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 2. Contractor shall provide meeting minutes. See paragraph 1.5.8 for additional information.2 days after meeting1 copyElectronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 3. Contractor shall provide license and permit documentation. See paragraph 1.5.17 for additional information.Prior start construction1 copyElectronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 4. Contractor shall provide a list of all vehicles. See paragraph 1.5.22 for additional information.Within 5 days of contract award 1 copy Electronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 5. Contractor shall properly document existing conditions prior to commencement of work by taking photos and having base official or representative to walk the work site. See paragraph 4.5.1 Damage to Persons or Property for additional info. Due 10 days after the contract.1 copyElectronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 6. Contractor shall certify all completed work on bi-weekly basis and provide bi-weekly progress report. See paragraph 4.6 for additional information.Due every other Tuesday, no later than 1300 hrs (1:00 p.m. CST).1 copy Electronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 7. Prohibition on Asbestos and Lead Based Paints. See paragraph 4.9.1 for additional information.Deliverable after Contract AwardOne copy, 30 days after contract awardElectronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 8. Personnel Listing. Contractor shall have five days to submit to the KO a list of workers and Project Managers assigned to work. See paragraph 1.5.11 for additional information.Deliverable 5 days after Contract AwardOne copy, 30 days after contract awardElectronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil; jose.m.olivieriresto.civ@mail.mil 9. Design Plans and geotechnical study results and recommendations. See paragraph 5 for additional information.Within 15 days of Contract Award1 original and 1 copy Electronic copy, AutoCAD 2010 and pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 10. Submittal with the resume for all designers used for all drawings and calculations, before they start to work on those. See paragraph 1.5.11 for additional information.Within 10 days of contract award 1 original Electronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 11. Submittal for all materials or mix of materials to be used for the project. See paragraph 5 and sections below it for additional information. As indicated in SOW1 originalElectronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 12. Temporary construction. Assessment of original condition report. Section 5.5Before breaking ground1 originalElectronic copy, MS Word, Excel, or pdf.COR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil 13. Final Report Section 5.7For final payment3 original2 Digital in English and 1 Digital in SpanishCOR rosa.l.santoni.civ@mail.mil; KO, Robert.r.devisser.civ@mail.mil
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/notices/7e4ff2704f7d7fe0678b78d61df83f08)
- Place of Performance
- Address: Bogota Branch (PARC Americas 410th CSB) KO Directorate of Contracting, Unit 5136 US Embassy Colombia APO AA
- Zip Code: 34038-0008
- Zip Code: 34038-0008
- Record
- SN03694403-W 20150411/150409234713-7e4ff2704f7d7fe0678b78d61df83f08 (fbodaily.com)
- Source
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