SOLICITATION NOTICE
Y -- Build C-130 Mock Up & PLF-PIT
- Notice Date
- 7/11/2016
- Notice Type
- Presolicitation
- NAICS
- 236220
— Commercial and Institutional Building Construction
- Contracting Office
- Department of the Army, Army Contracting Command, MICC, MICC - Fort Stewart, 976 William H Wilson Ave, Ste 100, Fort Stewart, Georgia, 31314-3322, United States
- ZIP Code
- 31314-3322
- Solicitation Number
- W9124M-16-B-0019
- Point of Contact
- Sebrena M. Butler, Phone: 9127679033, Mary L. Hightower, Phone: (912)767-8472
- E-Mail Address
-
sebrena.m.butler.civ@mail.mil, mary.l.hightower2.civ@mail.mil
(sebrena.m.butler.civ@mail.mil, mary.l.hightower2.civ@mail.mil)
- Small Business Set-Aside
- HUBZone
- Description
- The Mission and Installation Contracting Command (MICC), Installation Contracting Office (IOC) - Fort Stewart, Georgia anticipates issuing a Firm Fixed Price (FFP) Invitation for Bid (IFB) contract to Build C130 Mock up and PLF - PIT, HAAF, GA. Solication Number W9124M-16-B-0019 will be available for downloading at the FedBizOops during the month of August, 2016. A link is provided through FedBizOpps page at www.fbo.gov. Potential Bidders are responsible for monitoring this site for release of the solicitation package and any amendments. All Bidders must register with the Central Contractors Registry now known as the System for Award Management (sam.gov) per FAR 52.204-7 The solicitation is 100% set aside for qualifying HUBZone firms under NAICS code 236220 (Size Standard $33,500,000). The magnitude of the procurement is estimated to be between $25,000.00 and $100,000.00. Contract performance time is 45 calendar days from receipt of Notice to Proceed. Information concerning the HUBzone program can be found at http://www.sba.gov/content/hubzone. MICC- Fort Stewart is operating a paperless contracting file system. A minimun of one copy of each document submitted to the contracting office shall be in an electronic format. Acceptable formats are PDF, DOC(x), XLS(x), TXT, JPG and XPS. All submissions shall include one (1) CD with all required documents and one (1) paper copy of each bid. No paper copies of the solicitation will be mailed. The primary point of contract is Sebrena M. Butler (Contract Specialist) 912-767-9033 or Mary L. Hightower (Contract Officer) 912-767-8472 or by E-mail sebrena.m.butler.civ@mail.mil mary.l.hightower.civ@mail.mil. Please copy both Sebrena and Mary on all correspondence. Contracting Office Address: MICC - Fort Stewart 976 William H Wilson Ave, Ste 100 Fort Stewart, Georgia 31314-3322 TECHNICAL PROVISIONS GENERAL Build C-130 Mock-Up and PLF Pit IJO NO L5-1-5J 1. DESCRIPTION OF WORK: 1.1 Work to be executed: The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Build C-130 Mock-Up and PLF Pit complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items: 1.1.1 Perform engineering work necessary to survey the site and layout the work. 1.1.2 Install silt fence and construction exit. 1.1.3 Excavate and haul soil, compact soil for field installation. 1.1.4 Install concrete slabs for the PLF platform and the C-130, CH-47, and UH-60 mock-ups. 1.1.5 Install metal steps and a shredded rubber tire pit for the PLF platform. 1.1.6 Install folding aluminum benches, steel pipe framing and static line cable for the C-130 mock-up. 1.1.7 Install shackle points in slab and steel pipe framing for the UH-60 mock-up. 1.1.8 Fine grade the site and establish grass on all disturbed areas created as a result of this construction. 1.2 Additives 1.2.1 N/A 1.3 Government Furnished - Government Installed (GF-GI) Furniture and Equipment: 1.3.1 N/A 1.4 Government Furnished - Contractor Installed (GF-CI) Furniture and Equipment: 1.4.1 N/A 1.5 Contractor Furnished - Contractor Installed (CF-CI) Furniture and Equipment: 1.5.1 N/A 1.6 WORK BY OTHERS: The Contractor shall afford the Government and separate contractors' reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his work with theirs as required by the Contract Documents. 1.7 DRAWINGS AND SITE VISITS 1.7.1 The drawings indicate the extent of the general location and arrangement of existing conditions. It is strongly recommended that the Contractor visit the site to determine the complexity of the work and the amount of material required to perform this project. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions provision of the contract. 2. CONSTRUCTION CONSTRAINTS 2.1. Time of Performance 2.1.1 Access to Buildings - All work requiring access to building interiors excluding attics, crawl spaces, etc. and all other work shall be performed between 7:30 a.m. and 4:30 p.m. excluding official holidays, unless otherwise indicated or approved by the Contracting Officer. Requests to work during other than these normal hours shall be made in writing at least 3 business days in advance. For example, a request to work on a Saturday should be made no later than noon on Thursday. 2.1.2 Work Requiring Outages - Work requiring outages of utilities or building systems will be accomplished in accordance with prior approved schedules. 2.2. Outages - The contractor's work requiring outages of utility or building systems will require 15 day advance notice and will be subject to the approval of the Contracting Officer. Notice shall include type of outage, date, and time outage will commence and estimated duration of outage. 2.3. Continuity - All tools, labor, and materials required to complete any item of work within a given work area or requiring an outage of any building utility or system, shall be available at the site prior to commencement thereof. Once work has commenced on an item of work said work shall be continuously and diligently performed to completion and acceptance. 3. CONSTRUCTION ACTIVITIES: 3.1 Contractor shall submit a Safety Plan and Construction Schedule to the Contracting Officer's Representative (COR) 10 days in advance of any construction activities to arrange specific schedule for performing work as required by this Contract. 3.2 Contractor and crew will be escorted at all times inside of building. 4. FACTORS AFFECTING PERFORMANCE UNDER THIS CONTRACT: 4.1 The Contractor shall coordinate use of the site for access, staging, and parking with the Contracting Officer. 4.2 Contractor shall be responsible for limiting access of his employees and subcontractors to the area of work defined in the Contract. 4.3 Contractor shall maintain haul routes to and from the job site. 4.4 FSGA/HAAF has a mandatory recycling program. Unless otherwise specified, the Government retains all salvage rights. Contractors shall recycle construction & demolition debris as required by the Installation's recycling clause, 52.000-4061: RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS FORT STEWART AND HUNTER ARMY AIRFIELD. Source Reduction is required to reduce the initial input to the solid waste stream. Ensure minimum packing and packaging materials are used for items shipped to the Installation. Also, all military construction, renovation and demolition projects shall include performance requirements for a 60% minimum diversion of C&D waste by weight. Contractor must provide all weight tickets to demonstrate meeting the performance standard. Specifications must include submission of a contractor's C&D Waste Management Plan. Concrete and asphalt material shall be hauled and disposed of off of government property. Recycle materials will be broken down when delivered to the Recycling Center (to include metal equipment). Scrap metal will be cut down to no larger than 4 square feet in size. 4.4.1 REQUIRED SUBMITTAL ITEM: The Contractor shall (a) submit a C&D Waste Management Plan (b) submit copies of all disposal weight/landfill scale tickets to the COR as described in the Referenced Recycling Clause for any off-post disposal or approved Contractor-retained salvage items within 10 days of removal; and (c) turn in all recyclables generated during the entire term of the Contract (unless otherwise approved for off-site disposal/salvage). Contractor, through COR, will coordinate with the DPW Environmental Division (912-767-2010 or 767-8880) to arrange for turn-in of recyclable/salvageable materials. 4.5 Omitted. 4.6 Omitted. 4.7 Omitted. 4.8 Requirements for Sites with Soil Disturbance Less Than 0.75 Acres 4.8.1 An NOI for coverage under the Georgia NPDES will not be necessary. The following requirements still apply: 4.8.2 The site operator must utilize and implement Best Management Practices (BMPs) in accordance with the "Green Book" (Manual for Erosion & Sedimentation Control for the State of Georgia-most current edition). 4.8.3 Site dewatering requires prior approval from the Installation Environmental Office. 4.8.4 The site operator is required to continuously maintain all BMPs through the duration of site disturbing activities (regardless of NOI requirement). In order for the Army to accept the project as complete, the site must be stabilized to prevent silts and sediments from leaving the construction site. The Installation, through its Contracting Officer Representative, NRCS, and the DPW Environmental Office, must agree that the project site meets necessary site stabilization parameters as required by the State of Georgia prior to project acceptance by the Army. 4.8.5 At a minimum, a Level 1A E&S Control Certified individual must be on the site during any land disturbance activity in the State of Georgia. 4.8.6 Cross drainage facilities that transport stormwater runoff under roadways must meet the 25- to 100-year design storm, or be in accordance with GA Department of Transportation requirements, whichever is more stringent. The design must ensure that the structure/s will not impact any facilities upstream or downstream during heavy rain events. Culverts, bridges, ad/or roadway drainage structures require bank stabilization to prevent erosion during rain events. 4.8.7 Ensure all washouts of trucks and equipment is controlled and discharged with adequate E&S control BMPs. Waste material and/or debris must be disposed of properly (not into streams, ditches, or stormwater conveyance systems). 4.8.9 Ensure proper drip pans and secondary containment are utilized for staging, storing, loading, fueling, maintenance, repairs, etc. 4.8.10 Place all fuel storage tanks within plastic lined earthen berms, drive-on, or drive-over containment. The containment area must have a minimum capacity of 110% of the fuel storage tanks capacity for spill prevention, and to capture incidental spills. 4.9 The Army is required to report as-built conditions of low impact development features annually (end of Fiscal Year) on compliance with requirements under Section 438 of the 2007 Energy Independence and Security Act (EISA). Therefore, the Designer of Record shall provide the completed reporting form to the Installation DPW COR / Real Property Officer as part of the DD Form 1354 Transfer and Acceptance of DoD real property contract close-out process. 4.9.1 REQUIRED SUBMITTAL ITEM: The Designer of Record shall determine the Low Impact Development Volume required to be retained on site (difference between pre-project and post-project runoff, ft3) and complete section A-E of the Maintaining Hydrology on Army Construction Projects reporting form. 4.9.2 Requirements for Offsite Soils: 4.9.2.1 Test offsite soils brought in for use as backfill for Total Petroleum Hydrocarbons (TPH), Benzene, Toluene, Ethyl Benzene, and Xylene (BTEX) and full Toxicity Characteristic Leaching Procedure (TCLP) including ignitability, corrosivity and reactivity. Backfill shall contain no more than 100 parts per million (ppm) of total petroleum hydrocarbons (TPH) and no more than 10 ppm of the sum of Benzene, Toluene, Ethyl Benzene, and Xylene (BTEX), and shall pass the TCLP test. Determine TPH concentrations by using EPA 600/4-79/020 Method 418.1. Determine BTEX concentrations by using EPA SW-846.3-3 Method 5030/8020. Perform TCLP in accordance with EPA SW-846.3-3 Method 1311. Provide Borrow Site Testing for TPH, BTEX and TCLP from a composite sample of material from the borrow site, with at least one test from each borrow site. 4.9.2.2 REQUIRED SUBMITTAL ITEM: Within 24 hours of conclusion of physical tests, submit 2 copies of test results, including calibration curves and results of calibration tests. Do not bring material onsite until tests have been approved by the Contracting Officer. 4.9.9.2 Cultural Resources Management (CRM) 4.9.9.3 Should the Installation Environmental Office specify consultation with CRM, this consultation must happen prior to implementation of project. 4.9.9.4 Accidental Discovery of Remains and Artifacts Ensure that the SOP for Accidental Discovery of Archaeological Deposits and/or Human Remains is followed (See attached SOP). 5. AS BUILT RECORD DRAWINGS: 5.1 The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink(redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following: 5.1.1 Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded. 5.1.2 Any shop drawings that constitute part of the design shall be included with the record drawings. 5.2 The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer's Representative for approval. Once these provisional master/record (redline construction drawing) prints have been approved by the COR, the COR will obtain a compact disc (CD) of computer generated construction drawings from the DPW Engineering Service Division, Building 1114 at Ft. Stewart or Building 1021 at Hunter AAF, as applicable. The contractor shall then transfer all corrections from redline construction drawing prints to the compact disc (CD) of computer generated construction drawings. Corrections done shall be in MicroStation ".dgn" format. The Contractor shall note on the computer generated construction drawings the words "AS-BUILT" in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit AS-BUILT compact disc (CD) of computer generated drawing and one (1) AS-BUILT hardcopy with contractor's redline corrections to the COR to insure accuracy that all corrections made were transferred from redline construction drawing prints to AS-BUILT hardcopy prints. Once the COR approves the AS-BUILT hardcopy prints the COR will then turn over to DPW/ ESD/ Drafting section for final approval of AS-BUILT compact disc (CD) of computer generated drawings and at this time the Contractor can receive final payment. 6. SECURITY REQUIREMENTS. 6.1 All contractor employees, to include subcontractor employees, requiring access to government installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or the Contracting officer (if a COR has not been designated) within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: https://jkodirect.jten.mil/. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award. The Contractor and all associated sub-contractor employees shall comply with applicable Installation, facility, and area Commander's local access and security policies and procedures. If required by this contract, the contractor shall also provide all information for background checks to meet Installation access requirements to be accomplished by Installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or Installation change, the Government may require changes in contractor security matters or processes.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/notices/5478fd8cd6e425824b888043fe0cd3fb)
- Place of Performance
- Address: MICC –ICO STEWART - Work is located at Hunter Army Airbase, HAAF, Georgia, 31314, United States
- Zip Code: 31314
- Zip Code: 31314
- Record
- SN04178339-W 20160713/160711235251-5478fd8cd6e425824b888043fe0cd3fb (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
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