SOURCES SOUGHT
P -- Concrete Crushing Service
- Notice Date
- 6/13/2018
- Notice Type
- Sources Sought
- NAICS
- 238910
— Site Preparation Contractors
- Contracting Office
- Department of the Army, Army Contracting Command, ACC - WRN (W911KF)(ANAD), 7 FRANKFORD AVE, Anniston, Alabama, 36201-4199, United States
- ZIP Code
- 36201-4199
- Solicitation Number
- W911KF-18-S-0014
- Archive Date
- 7/5/2018
- Point of Contact
- Ashley Simmons Randolph, Phone: 2562354886
- E-Mail Address
-
ashley.s.randolph.mil@mail.mil
(ashley.s.randolph.mil@mail.mil)
- Small Business Set-Aside
- N/A
- Description
- Sources Sought Notice is for market research purposes only. This is NOT a request for quotes or proposals. •1. Summary of Services: This specification establishes the requirements for services to produce crushed concrete suitable for Anniston Army Depot (ANAD) to use as a substitute for purchased material. The crushed concrete produced shall meet the requirements of the Alabama Department of Transportation (ALDOT) specification cited herein. The Contractor may be required to mobilize, operate and demobilize equipment for multiple crushing cycles during the base contract period and any subsequent, exercised option year. The number of operating cycles is expected to range from 1 to 3 per year and is dependent upon the amount of concrete accumulated by the Government during the contract period. The Government shall accumulate a minimum of 5,000 tons of concrete suitable for crushing prior to notifying the Contractor to begin performance of a crushing cycle. 2.0 Applicable Documents: The latest revisions of the following specifications, codes, regulations and standards shall apply to the equipment and processes used by the Contractor providing the concrete crushing services. In the event of a conflict between the text of this SOW and the references cited herein, the conflict shall be resolved by the Contracting Officer with precedence placed on maximum protection of human health and the environment. 2.1 40 CFR 63 Subpart ZZZZ: National Emission Standards for Hazardous Air Pollutants for Stationary Reciprocating Internal Combustion Engines-major sources of Hazardous Air Pollutants. 2.2 40 CFR 60 Subpart IIII: Standard of Performance for Stationary Compression Ignition Internal combustion Engines. 2.3 40 CFR 60 Subpart JJJJ: Standard of Performance for Stationary Spark Ignition Internal Combustion Engines. 2.4 40 CFR 60 Subpart OOO: Standards of Performance for Nonmetallic Mineral Processing Plants. 2.5 ADEM Admin. Code R. 335-3: Alabama Department of Environmental Management Air Division - Air Pollution Control Program 2.6 ADEM Admin. Code R. 335-6-12: National Pollutant Discharge Elimination System (NPDES) Construction, Noncoal/Nonmetallic Mining and Dry Processing less than Five Acres, Other Land Disturbance Activities, and Areas Associated with these Activities. 2.7 ANAD Clean Air Act Title V Operating Permit: Permit number 301-0023 dated December 31, 2013. 2.8 Alabama Department of Transportation, Standard Specifications for Highway Construction: Section 825, Crushed Aggregate Base Materials. 3.0 Requirements: 3.1 Responsibilities: 3.1.1 Contractor: 3.1.1.1 Basic Equipment Required: Crusher (engine size shall not equal or exceed 500 brake horsepower - See 3.8.1) and any support equipment required to enable the Contractor to process all concrete accumulated by ANAD from roadway, structural and other demolition projects. The unit shall be equipped with dust suppression to reduce fugitive emissions. 3.1.1.2 Crusher Operation: The concrete crusher operation shall be limited to 9 days per two week period; Monday through Thursday and every other Friday in accordance with the current ANAD Work Schedule Calendar. The concrete crusher operation shall also be limited to daylight hours only. Crushing operations shall only be conducted at the ANAD Concrete Crushing Area adjacent to Building 200. 3.1.1.3 Movement of concrete prior to and following crushing: The Contractor shall be responsible for moving feedstock concrete from the staging piles to the crusher equipment. The Contractor shall also be responsible for any preliminary size reduction and separation of metal reinforcing material required before crushing. Any support equipment required for initial size reduction, separation of metallic reinforcement or movement of materials prior to or following crushing shall be allowed to operate in tandem with the crushing operation or outside of the limited operating times for the crusher. The Contracting Officer's Representative (COR) shall coordinate the Contractor's access to the ANAD Concrete Crushing Area through the ANAD Department of Public Works. The Contractor shall maintain all operating and material staging areas in an orderly manner from mobilization through de-mobilization for each concrete crushing cycle. This shall include any additional demolished concrete delivered by the Government to the staging area during the time the Contractor is active at the crusher site. 3.1.1.4 Environmental/Safety Compliance: The Contractor shall be responsible for the operation and maintenance of all equipment within relevant Federal, State, Local and ANAD environmental regulations and permits required for performance of this contract. 3.1.1.4.1 The Contractor shall provide all details on the concrete crusher and support equipment requested by the ANAD Directorate of Risk Management (DRK). 3.1.1.4.2 The Contractor shall perform inspections of the equipment and the operating area and keep records to maintain compliance with applicable regulations. These inspections shall include, but are not limited to, Construction Best Management Practices Plan (CBMPP) inspection of the area for staging piles of concrete to be crushed, operating area for the crusher and support equipment and storage areas for crushed concrete and metal reinforcement removed from the concrete, equipment operating and maintenance logs for the mechanical equipment, fuel usage, fuel oil sulfur content if applicable and documentation that the dust suppression is operating during crushing operations. ANAD DPW will perform the CBMPP inspections for the overall site and will coordinate with the Contractor for correction of any deficiencies due to the Contractor operations at the site. 3.1.1.4.3 The Contractor shall ensure that, when any work is done over 4 feet above the ground, OSHA COMPLIANT FALL PROTECTION SHALL BE USED. 3.1.2 Government: 3.1.2.1 Recyclable Concrete Accumulation & Staging: The Government shall accumulate demolished concrete generated on ANAD in a staging area located adjacent to the ANAD Concrete Batch Plant (Building 200). The Government shall accumulate a minimum of 5,000 tons of concrete suitable for crushing prior to notifying the Contractor to begin performance of a crushing cycle. The Government will be responsible for maintaining the staging pile and adjoining area in an orderly manner until the Contractor arrives on-site at the beginning of each crushing cycle. 3.1.2.2 Staging Area for Crushed Concrete: The Government shall ensure that there is adequate available space in the crushed concrete staging area to accommodate crushing operations prior to calling in the Contractor to initiate a crushing cycle. The Government may also draw crushed concrete from the staging area while the Contractor is performing a crushing cycle. 3.1.2.3 Environmental Permits: No permits have been required previously and none are anticipated for concrete crushing operations. Crusher information shall be submitted to the COR prior to mobilization to ensure that it meets the anticipated limitations on equipment and operation as identified in Section 3.7 of this SOW. 3.2 Compliance Inspections: ANAD personnel shall perform periodic inspections to ensure that the Contractor is operating the equipment as designed and maintaining their work area to minimize impacts to the environment. 3.3 Site Visit : The Contractor's crushing equipment and any support equipment required to perform the concrete crushing services in this SOW shall be located at the ANAD Concrete Crushing Area adjacent to Building 200. A site visit by potential Bidders is strongly recommended to become familiar with the site intended for the operations and to observe typical demolished concrete that has been accumulated for crushing. 3.4 Proposal : This Statement of Work is intended as an indefinite quantity, indefinite delivery contract for concrete crushing services. ANAD estimates up to 12,000 tons (or approximately 10,000 cubic yards) of concrete suitable for crushing will be generated per year. ANAD shall accumulate approximately 5,000 tons of concrete prior to issuing a delivery order. The contractor shall have 15 working days after the date of the delivery order for each crushing cycle to mobilize the required equipment on site and begin concrete crushing operations. 3.5 Crushing: The maximum size of feedstock concrete expected is 3 feet length, width and/or depth. Any, or all, concrete to be processed may include metallic bar or mesh reinforcing. The Government, or other contractors performing construction/demolition projects for the Government, shall transport demolished concrete intended for crushing to the ANAD Concrete Crushing Area adjacent to Building 200. 3.6 Performance Requirements : 3.6.1 The Contractor shall have the necessary equipment set-up on site and operational within 15 working days from the date of each delivery order. 3.6.2 The Contractor shall be required to utilize appropriate screens if necessary to provide a final product meeting the requirements for Crushed Aggregate Base Material per ALDOT Specification Section 825-B. The Contractor shall provide the COR with the weight of concrete crushed within 7 working days after the end of each crushing cycle. 3.6.3 Segregated Metal Sorting: Metal reinforcing material removed from the concrete as part of the concrete crushing operations shall be the property of the Contractor who is required to recycle it. The Contractor shall be responsible for maintaining an orderly staging area for the metal during the periods of operation and removal of the metal from ANAD during or after each crushing cycle. The Contractor shall provide the COR with the weight of any metal recycled within 7 working days after the end of each crushing cycle. 3.7 Operating Conditions: The area for the concrete crushing operation is exposed to weather conditions typical for Anniston, Alabama. No weather protection shall be provided by the Government for Contractor personnel or equipment. The ANAD Concrete Crushing Area is within the security perimeter of a Federal installation with strictly controlled access. Periodic delays at entrance gates shall be expected. All Contractor vehicles, equipment and personnel are subject to search on the installation. 3.8 Environmental Requirements: 3.8.1 Limitation on crusher equipment horsepower: No concrete crusher using an engine of 500 Brake Horsepower or greater shall be allowed. 3.8.2 Dust suppression: ANAD is classified as a major source by air emission regulations and the concrete crusher proposed for use by the Contractor shall include dust suppression capabilities to minimize particulate emissions. The Contractor shall provide additional dust suppression measures if deemed necessary by ANAD personnel to comply with permit requirements. 3.8.3 Stormwater Management and Control: The site for operation of the concrete crusher consists of a flattened hilltop. This site is registered for permit coverage under the National Pollutant Discharge Elimination System regulations for control of storm water quality. The Contractor is responsible for maintaining his operations in compliance with the Construction Best Management Practices Plans and permit conditions for this site. Contractor responsibilities include, but are not limited to, using silt fence, wattles or other means to keep sediment (soil disturbed by the 3.8.4 Spill Prevention and Control: There are no on-site fuel storage tanks at the work site. The Contractor shall be responsible for preparing a site specific Spill Prevention, Control and Countermeasures Plan (SPCCP) for all tanks and containers of fuel, chemicals or other pollutants if the Contractor chooses to use tanks or other containers for storage or refueling equipment at the work site. A copy of the contractor's SPCCP shall be provided to the ANAD Directorate of Risk Management (DRK) Office prior to the deployment of such tanks or containers on site. 3.9 Safety and Health Requirements: 3.9.1 Noise: If noise levels exceed 85 decibels measured 50 feet from the equipment, proper Personal Protective Equipment (PPE) shall be used by Contractor personnel during all equipment run times. 3.9.2 Warning Signs: The Contractor must provide and set warning signs to identify areas to exclude non-operating personnel if there is a potential for concrete to be ejected during the crushing operation. 3.9.3 Equipment Lockout - Tagout: Contractor equipment shall not be allowed to run unattended. Contractor equipment shall be locked out and tagged out during any on-site equipment maintenance. 3.9.4 Safety Plan: The Contractor shall provide a site-specific Safety Plan for review by the ANAD Safety Office prior to initiating operations. 3.10 Contractor Equipment Maintenance: Maintenance of the Contractor's crushing and support equipment is the sole responsibility of the Contractor. 3.11 Utility Requirements: The Contractor's equipment should not require support from ANAD utilities for routine operation. However, the following utilities are available if required to support maintenance of the contractor's equipment and periodic replenishment of any water used for dust suppression. 3.11.1 Electrical: Single phase 110 volt AC power is available at the adjacent ANAD Concrete Batch Plant (Building 200). 3.11.2 Water: Non-potable water is available at the adjacent ANAD Concrete Batch Plant (Building 200). 4.0 Inspection and Acceptance: 4.1 Crushed Concrete Product Testing: The testing of crushed concrete to demonstrate compliance with the specifications in Section 3.6.2 of the SOW is the responsibility of the Contractor. The crushed concrete product shall be sieve tested once every 1,500,000 pounds (750 tons) of crusher run by a qualified testing firm. The results of the sieve tests shall be provided to the COR within 5 working days of the sample pull. 4.2 Compliance with Environmental Permits and Regulations: ANAD DRK shall perform oversight inspections to ensure the contractor is operating within the permits and regulations. The results of these inspections shall be provided to the Contractor and any non-compliance findings shall be immediately corrected by the Contractor without charge to the Government. 5.0 Stop Work: The Contractor shall be required to immediately stop work when notified by the ANAD Safety Office or ANAD DRK of conditions that pose imminent risk to personnel or non-compliance with environmental permits. 6.0 Antiterrorism 6.1 Antiterroism (AT) Level I Training. All Contractor employees, including subcontractor employees, requiring access to Army installations, facilities, or controlled access areas shall complete AT Level I awareness training within 60 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever applies. The Contractor shall submit certificates of completion for each affected Contractor employee and subcontractor employee to the COR within 60 calendar days after completion of training by all employees and subcontractor personnel. 6.2 Access and General Protection/Security Policy and Procedures. The Contractor and all associated subcontractors' employees shall comply with all applicable installation, facility and area commander installation and facility access and local security policies and procedures (provided by the Government representative). The Contractor shall also provide all information required for background checks to meet installation access requirements which will be performed by the installation Director of Emergency Services. The 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 the installation change, the Government may require changes in Contractor security matters or processes. 6.3 iWATCH (See Something, Say Something) Training. The Contractor and all associated subcontractors shall brief all employees on the local iWATCH program. This locally developed training shall be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 60 calendar days of contract award and within 60 calendar days of new employees commencing performance, with the results reported to the COR no later than 60 calendar days after contract award. 6.4 Impact on Contractor Performance During Increased FPCON. During FPCONs Charlie and Delta, services may be discontinued/postponed due to higher threat. Services shall resume when FPCON level is reduced to level Bravo or lower. 6.5 Random Antiterrorism Measures Program (RAMP) Participation. Contractor personnel working on the installation are subject to participation in Installation RAMP security program (e.g. vehicles searches, wearing of ID badges, etc). 6.6 The Contractor shall acquire all necessary U.S. Government Common Access Cards, installation badges, and/or access passes. The Contractor shall surrender these cards, badges or passes to the Government upon request by the Government. 7.0 Contractor Manpower Reporting (CMR) The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the contractor will report ALL contractor manpower (including subcontractor manpower) required for performance of this contract. 7.1 The contractor is required to completely fill in all the information in the format using the following web address: https://contractormanpower.army.pentagon.mil. 7.2 The required information includes: 7.2.1 Contracting Office, Contracting Officer, Contracting Officer's Technical Representative; 7.2.2 Contract number, including task and delivery order number; 7.2.3 Beginning and ending dates covered by reporting period; 7.2.4 Contractor name, address, phone number, e-mail address, identity of contractor employee entering data; 7.2.5 Estimated direct labor hours (including sub-contractors); 7.2.6 Estimated direct labor dollars paid this reporting period (including sub- contractors); 7.2.7 Total payments (including sub-contractors); 7.2.8 Predominant Federal Service Code (FSC) reflecting services provided by contractor (and separate predominant FSC for each sub-contractor if different); 7.2.9 Estimated data collection cost; 7.2.10 Organizational title associated with the Unit Identification Code (UIC) for the Army Requiring Activity (the Army Requiring Activity is responsible for providing the contractor with its UIC for the purposes of reporting this information); 7.2.11 Locations where contractor and sub-contractors perform the work (specified by zip code in the United States and nearest city, country, when in an overseas location, using standardized nomenclature provided on website); 7.2.12 Presence of deployment or contingency contract language; and 7.2.13 Number of contractor, and sub-contractor employees deployed in theater this reporting period (by country). 7.3 As part of its submission, the contractor will also provide the estimated total cost (if any) incurred to comply with this reporting requirement. Reporting period will be the period of performance not to exceed 12 months ending September 30 of each government fiscal year and must be reported by 31 October of each calendar year. Contractors may use a direct XML data transfer to the database server or fill in the fields on the website. The XML direct transfer is a format for transferring files from a contractor's systems to the secure web site without the need for separate data entries for each required data element at the web site. The specific formats for the XML direct transfer may be downloaded from the web site. The Anniston Army Depot is seeking responses from all responsible sources, including large, and small business concerns. Small business concerns are defined under the associated North American Industry Classification (NAICS) code for this effort 238910, Other Measuring and Controlling Device Manufacturing; Size Standard is $15.0 million. Please include your company's size classification and socio-economic status in any response to this notice. Responses to this notice must be submitted electronically to Ashley Randolph, Ashley.s.randolph.mil@mail.mil, telephone inquiries will not be accepted or acknowledged). "Concrete Crushing Service" must appear in the subject line of the email of it will be deleted and not read. Responses must be received no later than 20 June 2018 at 3:00 P.M. CDT
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/notices/eded99c504ff2a5c2832ce4dbaf4cbbe)
- Place of Performance
- Address: Anniston, Alabama, 36201, United States
- Zip Code: 36201
- Zip Code: 36201
- Record
- SN04953564-W 20180615/180613231003-eded99c504ff2a5c2832ce4dbaf4cbbe (fbodaily.com)
- Source
-
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