Attachment 1 Concrete Crushing - SOW.pdf

Statement of Work Concrete Crushing Services for Recyclable Concrete

Anniston Army Depot

DRAFT 7FEB2020

1.0 Scope: This Statement of Work (SOW) 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 will accumulate a minimum of 7,000 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 (KO) 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: 1) 40% of the total volume crushed shall be

Coarse Aggregate Size #1 (4 inch/100mm) per 801.11(d) ALDOT

Standard Specifications for Highway Construction 2006, Coarse

Aggregate Size Table; 2) 60% of the total volume crushed shall be

Crushed Aggregate Base Material per ALDOT Specification Section 825-B

(2 in/50mm).

3.0 Requirements:

3.1 Responsibilities:

3.1.1 Contractor:

3.1.1.1 Basic Equipment Required: Crusher 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, by the contractor, with dust suppression to reduce fugitive emissions.

3.1.1.2 Crusher Operation: A crushing cycle is complete

when the existing stockpile of bulk concrete has been crushed in its entirety. The concrete crusher operation shall adhere to the current ANAD Work Schedule Calendar;

Monday through Thursday and every other Friday. 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. 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. The contractor ensure all remaining rubble and metal debris are properly disposed in

Depot-provided containers prior to demobilization. The contractor shall leave the yard in a clean and orderly state.

This will include any additional demolished concrete delivered by the Government to the staging area during the time the Contractor is active at the crusher site and any legacy debris (unprocessed concrete and metal) currently staged onsite.

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 Directorate of Public Works

(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, Occupational Safety and Health Administration

(OSHA) compliant fall protection shall be used.

3.1.2 Government:

3.1.2.1 Recyclable Concrete Accumulation & Staging:

The Government will accumulate demolished concrete generated on ANAD in a staging area located adjacent to the

ANAD Concrete Batch Plant (Building 200). The

Government will accumulate a minimum of 7,000 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 will 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 will 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.

3.4 Volume of Work:

3.4.1 Initial Crush Event: The first crushing event is estimated at a volume of 50,000 tons. The contractor shall begin mobilizing for the first crushing event immediately following contract award. The first event will be both larger and more technically challenging than subsequent events. Some legacy material consisting of mixed concrete and metal debris is present onsite. The contractor shall process this material as part of the initial crushing event.

Depending on the volume accumulated by the time of contract award, it may be necessary for the contractor to complete work at two different staging sites on Depot. If so, the contractor shall complete work at the main site (Building 200) before commencing work at the other site. The COR must approve the end-state of the worksite before the contractor will be permitted to demobilize.

3.4.2 Subsequent Crushing Events: ANAD estimates 10,000 to 30,000 tons (or approximately 25,000 cubic yards) of concrete suitable for crushing will be accumulated for each crushing event. This is an estimate only. The contractor shall come prepared to crush high volumes. ANAD shall accumulate approximately 7,000 tons of concrete prior to contacting the contractor for service. 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. The COR must approve the end-state of the worksite before the contractor will be permitted to demobilize.

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. Metallic reinforcement may extend out from individual pieces and require cutting or other removal prior to crushing. The Government, or other contractors performing construction/demolition projects for the Government, will 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 as needed to provide final product in the following size requirements:

1) 40% of the total volume crushed shall be Coarse Aggregate Size

#1 (4 inch/100mm) per the Table of ALDOT Coarse Aggregate

Size; 2) 60% of the total volume crushed shall be Crushed

Aggregate Base Material per ALDOT Specification Section 825-B

(2 in/50mm). The given percentage of each product may be permitted to vary slightly at the COR’s discretion. A higher-than-specified amount of soils and fines will be permitted in the ALDOT

825-B portion, contingent on approval from the COR. The 4 inch material shall be clean, with a minimum of variation or finer materials. The 4 inch material and the 2 inch material shall be stockpiled separately and shall not be mixed or layered upon one another. The Contractor shall provide the COR with the weight of concrete after it is crushed within 7 working days after the end of each crushing cycle. The contractor shall report the weight of each of the two required sizes as well as the overall total.

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 Anniston Army Depot Qualified Recycling

Program (QRP). The Contractor shall be responsible for maintaining an orderly staging area for the metal during the periods of operation in a QRP-provided container during or after each crushing cycle. The Contractor shall notify the COR when the QRP-provided container is ready to be emptied.

3.6.4 The contractor shall crush all concrete staged for a given crushing cycle, plus any concrete that may arrive onsite during that crushing cycle. The crushing cycle shall not be over until the yard is free of unprocessed concrete or the COR determines the cycle is at a stopping point.

3.6.5 The contractor shall provide the necessary equipment and labor to cut metal reinforcing material into manageable pieces.

3.6.6 The contractor shall monitor atmospheric conditions and provide dust control as needed, per ADEM Division 3 Fugitive Dust

Regulation 335-3-4-.02. The COR will determine adequacy of dust control measures.

3.6.7 The contractor shall provide daily progress reports to include:

volume of material crushed, personnel onsite, samples taken, and operational status of equipment.

3.6.8 The contractor shall maintain a log of visitors to the site during crushing operations. The contractor shall record, at a minimum:

Visitor Name, Organization, purpose for visit, and nature and volume of any material delivered or taken away. Volume may be recorded by truckload.

3.6.9 The contractor shall maintain clear access routes both to stockpiled material and to a “dump zone” designated for new loads of concrete that may arrive during the crushing event. The contractor shall not block in, cover over, mix, or otherwise tamper with ANAD stockpiled material other than what is specifically set aside for crushing.

3.6.10 The contractor shall engage the COR for instructions before crushing any material that is not demolished concrete. Contractor will be responsible for cost reimbursement to ANAD for any non-concrete material that is crushed without COR approval.

3.7 Operating Conditions: The area for the concrete crushing operation is exposed to weather conditions typical for Anniston, Alabama. No weather protection will 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. The concrete crushing yard serves as a materials stockpile yard for ANAD projects. Materials shall be delivered and removed independently of the concrete crushing operation. The contractor shall not have access to a fueling station on ANAD. Any supplemental fuel storage must be fully vetted and expected by ANAD personnel prior to approval. ANAD maintains a dining hall less than one mile from the work site. ANAD will provide solid waste containers and will empty as needed at no cost to the contractor. Hazardous, universal wastes, etc. are not permitted in solid waste containers.

3.8 Environmental Requirements:

3.8.1 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.

3.8.2 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 shall be responsible for maintaining 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 crushing and sorting operations and concrete dust) from leaving the site.

3.8.3 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 shall be the sole responsibility of the

Contractor.

3.11 Utility Requirements: The Contractor’s equipment shall not require support from ANAD utilities for routine operation. However, the following utilities are available at no cost to the contractor 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 alternating current (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). The water pressure may not be sufficient for dust control during periods of prolonged dryness.

The contractor shall be prepared to provide dust control.

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 shall be the responsibility of the Contractor. The crushed concrete product shall be sieve tested once per day by a qualified testing firm. The

COR may wave this requirement when circumstances prevent significant crushing progress or similar. The COR will make the determination on a case-by-case basis. Requests to waive testing shall be made by the contractor in writing. The request must include justification. The results of the sieve tests shall be provided to the COR within 5 working days of the sample pull. The contractor shall run these tests as part of the work process. It is not acceptable to wait until the end of the crushing event to

“batch” samples.

4.2 Compliance with Environmental Permits and Regulations: ANAD

Directorate of Risk Management (DRK) will perform oversight inspections to ensure the contractor is operating within the permits and regulations.

The results of these inspections will be provided to the Contractor and any non-compliance findings shall be immediately corrected by the Contractor without charge to the Government.

4.3 Site Inspection: The COR and/or concrete yard manager will conduct periodic inspections of the work site. The contractor shall not be permitted to demobilize until the yard is determined to be in acceptable condition per the COR. To be considered acceptable, the yard shall be free of trash and unprocessed debris. The stormwater outfalls/drainage points shall be free of obstruction. The yard shall be orderly and fully accessible to users.

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.

COR & KO Statement: The CONTRACTOR shall not proceed with any change(s) in scope of work from sources other than those listed in the Points of Contact (POC) section of the contract and without written confirmation signed by the KO.

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);

https://contractormanpower.army.pentagon.mil/

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.