A1_SOW_Combined Specs.pdf
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- Attached to
- HICS Boring and Erosion
- Solicitation number
- FA462626R0019
About this file
This is a Technical Specifications document for repair work on Heating, Indoor Cable System (HICS) erosion and conduits at Malmstrom Air Force Base in Great Falls, Montana, issued by the 341st Civil Engineer Squadron in July 2026.
The contract encompasses up to 40 work locations across the 10th, 12th, and 490th Missile Squadrons within a 140-mile radius of Great Falls. Work varies between directional boring and erosion repair. Directional boring involves placing 4" or 6" diameter HDPE conduit (ASTM F 2160 SDR 11 or SDR 9) a minimum of 5 feet below creek or river banks, with conduit start and stop points within the Missile Cable Right of Way/Easement. Erosion repair includes placement of riprap (major, medium, and small rock sizes per specified gradations), fill dirt, topsoil, broad-based dips, water turnouts, and straw wattles (8-9 inch diameter, 25-foot-long erosion control tubes). The contract period is one Base year plus four additional years with no winter exclusion. Work schedule is 8:00 a.m. to 5:00 p.m., Monday through Friday, excluding federal holidays. The contractor must provide all equipment, labor, materials, supervision, and services; secure all permits and environmental compliance; establish and maintain a Quality Control Plan with a full-time Quality Control Manager (minimum five years experience reporting directly to company president/owner); dedicate one hour per workday to quality control; and submit daily quality control reports to the Government Inspector. Pre-proposal site visits are available with 21-day advance notification. All work must comply with OSHA, environmental regulations, and specified codes and standards (ACI, AWWA, ASTM, AASHTO, NFPA, NEC, NESC). The contractor is responsible for all hazmat authorization, waste disposal, environmental permits (including Storm Water Discharge permits if disturbance exceeds one acre), and compliance with Montana Department of Environmental Quality requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| A8_Subcontractor Consent.docx | DOCX document | |
| A6_Section L and M.pdf | ||
| A3_Submittal Schedule.pdf | ||
| A2b_Location Map_TO1.pdf | ||
| A2a_Erosion Photo_TO1.pdf | ||
| A4a_Bid Schedule Extended.pdf | ||
| A2_SOW_TO1.pdf | ||
| A2c_Location Map Close_TO1.pdf | ||
| Solicitation - FA462626R0019.pdf | ||
| A9_CEAL_Blank.xlsx | XLSX spreadsheet | |
| A7_Past Performance Reference Sheet.docx | DOCX document | |
| A5_Combined Wage Determinations_18May26.pdf | ||
| A4_Bid Schedule_Blank.xls | XLS spreadsheet |
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Text version
TECHNICAL SPECIFICATIONS
REPAIR HICS EROSION/CONDUITS
NZAS 26-6100
July 2026
341st CIVIL ENGINEER SQUADRON
MALMSTROM AIR FORCE BASE
GREAT FALLS, MONTANA
01000-1
SECTION 01000
REPAIR HICS EROSION/CONDUIT
GENERAL REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY OF WORK
A. This place of performance will be for up to 40 locations throughout the 10th, 12th and 490th Missile Squadrons in the Malmstrom AFB Missile Field located within a 140 mile radius of Great Falls, MT. These 40 sites will vary on type of work from directional bore to erosion repair. The directional boring will consist of placing a continuous length of 4” or 6” conduit a minimum of 5’ below the creek or river bank. The conduit will start and stop within the Missile Cable Right of Way/Easement. The erosion repair will include placement of rip rap, fill dirt, topsoil, the installation of broad based dips, water turn outs and wattles. During construction, the Government will make every effort to provide the Contractor with sites in close proximity to each other in order to facilitate ease of construction and to keep mobilization efforts to a minimum. The Contractor shall provide all plant, labor, equipment, supervision, services, and materials to execute and satisfy the requirements of this Contract.
B. Whenever brand names of products are listed throughout this Specification it shall be implied that the brand specified or approved equal may be used.
C. Winter Shutdown. No winter exclusion for this project.
D. The period of performance for this contract shall be 1 Base year plus 4 additional years.
1.2 SITE VISITS
A. It shall be the responsibility of each Offeror to visit the work site to determine the nature, extent, and pertinent details of the Contract. The drawings attached to the specifications show the general arrangement and approximate dimensions at the site.
The successful Offerors shall be responsible for determining number of items, dimensions and details required for the proper accomplishment of the work as covered in the solicitation. The Contracting Officer will schedule only one pre-proposal site visit. The Contractor must notify the Contracting Officer a minimum of twenty-one
(21) days prior to the scheduled date of visit with intent to attend the site visit.
1.3 QUANTITIES AND LOCATIONS
A. Offerors must satisfy themselves by personal examination of the quantities and locations of the proposed Work.
01000-2
1.4 LUMP SUM PRICES ON CONTRACTS
A. Where lump sum prices are required, the lump sum price shall include all work required to complete each item listed as lump sum in the Proposal Schedule.
1.5 CODES AND STANDARDS
A. Refer to drawings for codes and standards date that project was designed. Work shall meet the requirements of the plans and specifications and shall not be less than the minimum requirements of applicable sections of the latest Codes and Standards of following organizations (Not All Inclusive - See Each Division
ACI American Concrete Institute
AWWA American Water Works Association
ASTM American Society for Testing and Materials
AASHTO American Association of State Highway and Transportation
Officials
NFPA National Fire Protection Association
NEC National Electrical Code
NESC National Electrical Safety Code
OSHA Occupational Safety and Health Association
UL Underwriters Laboratories
USASI United States American Steel Institute
1.6 SAFETY
A. The Contractor shall comply with all existing Occupational Safety and Health Act (OSHA) standards of safety at all times in the performance of this Contract. Hazards to the safe use of the premises due to the Contractor's work and/or equipment shall be suitably marked at all times. Pedestrian and vehicle traffic ways shall be kept clear and unobstructed.
B. The Contractor shall submit with the Quality Control Plan, the name of the designated on-site safety persons responsible for ensuring that all safety and accident prevention provisions of this Specification are implemented and enforced. The Contractor shall ensure his personnel receive safety training and briefings and that all safety inspections, practices, and procedures are within compliance. The name of the designated on-site safety persons, safety training, briefings, inspections, practices and procedures shall be included in the Quality Control Plan.
01000-3
C. The Contractor shall indoctrinate each employee to ensure clear understanding of the following subject areas, but not limited to:
1. The purpose of the accident prevention program (i.e., to minimize hazards and prevent injuries).
2. A review of the hazards inherent in the work environment and the precautions to be taken.
3. Location of first aid and other emergency facilities.
4. A detailed description of what to do in case of injury, fire, or identification of a safety hazard.
5. Review of cleanup procedures.
6. Required safety equipment including earplugs, goggles, face guards, respirators, protective clothing, hard-hats, etc. (when and how to use).
7. Location of company safety rules (posting or handout).
8. Identification of the Contractor employees responsible for safety/accident prevention.
D. In addition to normal safety practices, the Contractor shall comply with the following requirements:
1. The safety of Contractor personnel on-site is the Contractor’s responsibility.
2. All personnel shall comply with Air Force on-site safety procedures and additional procedures as directed by the Contracting Officer or his designated representative when the Contractor's safety person is not immediately available.
3. The Contractor shall ensure that safety barriers/portable ladders, ladder extensions, or environmental covers are properly installed at access hatches and excavations.
4. Equipment shall be placed so as not to impede normal traffic in and out of the work area, nor to interfere with emergency exit from work area and off-site.
5. Hard-hats shall be worn in accordance with OSHA requirements and hard-toed safety shoes shall be worn by all personnel at all times on the work site. Other safety items such as ear protection, respirators and safety glasses, which are required by OSHA and/or the manufacturer of products for specific hazards, shall be available and used as necessary.
6. All heavy equipment shall be equipped with backup alarm in accordance with OSHA regulations.
7. All vehicles shall be in safe operating condition. Vehicles and equipment not in compliance with OSHA requirements shall not be allowed on site.
E. A number of hazards inherent to the work environment must be recognized. They include, but are not limited to:
1. Mechanical devices can pose serious hazards when operated. Appropriate precautions shall be taken.
01000-4
F. First aid and medical requirements are as follows:
1. The Contractor shall comply with accident response requirements. These requirements are provided in a safety briefing by base personnel at the pre-construction conference. The Contractor shall keep these requirements on file at the working site for inspection by Air Force personnel.
2. The Contractor shall maintain an emergency first aid kit at the work site in accordance with requirements.
3. The Contracting Officer or his designated representative will assist in coordinating emergency medical, ambulance, or airlift requirements.
G. All accidents (employee injuries and vehicle, building, or equipment property damage, etc.), regardless of severity, shall be reported promptly to the Contracting Officer or his designated representative.
1.7 SECURITY AND ENTRY
A. In accordance with Dodl 2000.1v1 AFI 10-245, Antiterrorism (AT) Program Implementation, ensure Level 1 – AT Awareness Training is completed by all contractors within 30 days of requiring access and annually thereafter. The training will be provided by the Government. The objective of the training is to provide personnel with requisite knowledge necessary to remain vigilant and enable employment of AT tactics, techniques, and procedures.
PART 2 - PRODUCTS
NOT APPLICABLE.
PART 3 - EXECUTION
3.1 PRE-PERFORMANCE MEETING
A. There shall be a pre-performance meeting between the Government and the Contractor a minimum of five (5) working days prior to commencement of work under this Contract (Notice to Proceed).
3.2 INSPECTION
A. The Contractor shall schedule with the Inspector during normal work hours the times for inspecting items such as “Concealed Work” or other times for escort duties. The inspector will be the spokesman for compliance with the specifications and drawings.
The Contracting Officer will resolve controversies between the inspector and the Contractor.
01000-5
3.3 SUBMITTAL SCHEDULE
A. The Contractor shall submit the Schedule of Materials Submittal with “REQUIRED SUBMISSION DATE (BY CONTRACTOR)” dates filled in for each line number within ten (10) days after notice to proceed. It is the responsibility of the contractor to complete the submittal form and insert dates for each submittal item not already designated by the Government as having a mandatory due date. The Contractor shall schedule and submit all required items for major systems at the same time to coordinate and enhance review of interrelated components. It is the Contractor’s responsibility to ensure dates provided on this form do not create any delays in construction. This Contractor completed form will be used by the Government for tracking submittal progress.
3.4 SUBMITTALS
A. Submittals shall be recorded on AF Form 3000, shall have the Submittal ID No., Specification paragraph number and description of material as labeled on Submittal Schedule. Revised Submittals shall have the same Submission Number followed by a dash with the revision number. The Contractor shall submit to the Contracting Officer for review and approval the following information: Manufacturer’s product brochures and catalog data for all equipment, components and materials to be installed under the terms of this Contract. All material Submittals shall be original vendor information (not copies) and include location on Drawings and/or Specifications with cross referencing information to Drawing schedules and Specifications, dimensional, assembly, and sub-assembly Drawings, parts lists, and other data required to completely describe each item. Include the Drawing schedule letter, symbol, or plan mark on the Submittal. Where more than one product is listed in a document, the item submitted shall be properly identified by circles, arrows, or a description with cross-references. Four (4) copies of each Submittal are required.
B. Circle or arrow all descriptive literature to accomplish identification of specific components/items which are proposed to be furnished. Government will not react to descriptive material/literature, which has not been circled or arrowed, except to reject the Submittal. Highlighting does not appear on subsequent copies and therefore is unacceptable.
C. If Contractor is proposing to use an exact brand name or product specified, a submittal for that item is not required. The Contractor will submit a letter to the Contracting officer stating each item that will be provided exactly as specified and referenced to the original submittal item. In some circumstances, even though a specified product is provided, a submittal may be required for color selection, etc.
3.5 PERMITS
A. The Contractor will be responsible for securing all permits as may be necessary for the completion of all work required by this project. Contractor will adhere to all requirements in the permits.
01000-6
3.6 WORK SCHEDULE
A. The Contractor shall have a tentative schedule for construction at the pre-performance meeting. This coordinated schedule shall change if it is in the best interest of the Government at no additional cost to the Government. Delays due to weather, to include inability of Government Inspector to travel to the site because of Road master-declared hazardous road conditions, shall result in no cost to the Government.
B. NOT USED.
C. Contractor shall coordinate all work with the Cable Affairs Office at 731-2459.
3.7 WORK TIMES
A. The work schedule will be from 8:00 am – 5:00 pm week days. Work will only be conducted Monday- Friday and no work will be conducted on Federal Holidays.
Additional hours shall be coordinated with the Contracting Officer within three working days prior to implementation of hour change.
3.8 START OF WORK NOTIFICATION
A. The Contractor shall notify the Contracting Officer and the Cable Affairs Office (731- 2459) not later than 9:00 A.M. on Tuesday of the week prior to the scheduled workweek. This shall include, but is not limited to, when the initial construction work shall begin, notifying when work shall resume after a work stoppage of more than three workdays. The Contractor shall be aware that the Notice to Proceed is not sufficient notification when initial work shall begin.
3.9 WASTE, PROCESSING AND STORAGE SITES
A. Processing and storage sites shall be only those areas described at the pre-construction meeting. Location of stockpiled materials will be coordinated with the Cable Affairs Office and approved by the Contracting Officer. Upon Project completion, the storage area shall be restored to original condition (equal to that before Project start) to include all finish grading, leveling, shaping, contouring, and seeding. All waste shall be disposed of at a properly licensed disposal facility, unless otherwise approved.
3.10 UTILITIES
A. No Utilities will be made available to the Contractor. The Contractor shall provide any and all necessary power.
B. No restroom facilities are available at the jobsites. It is the responsibility of the Contractor to provide a portable latrine (Porta-Potty) at each site for the duration of construction at each site.
3.11 UTILITY OUTAGES
A. N/A
01000-7
3.12 MAINTENANCE OF AIR FORCE OPERATIONS AND CONTINUED USE
3.13 QUALITY CONTROL
A. General: THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL. THIS
IS CONSIDERED BY THE GOVERNMENT TO BE A MAJOR INSPECTION ITEM
OF THIS CONTRACT. In addition to CONTRACT CLAUSE, INSPECTION OF CONSTRUCTION, the Contractor shall comply with the Quality Control Provisions as specified herein. The Contractor shall perform all Quality Control inspection and/or testing required by this contract unless specifically designated to be performed by the Government. The Quality Control system must consist of personnel, plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction, and operations that comply with Contract requirements. The system shall cover construction operations, including fabrication both on-site and off-site, and shall be keyed to the proposed construction sequence. If the Contractor fails to submit an acceptable Quality Control Plan, The Contracting Officer will refuse to allow construction to start.
B. Quality Control Plan: The Contractor shall submit the Quality Control Plan within ten
(10) working days after Notice to Proceed (NTP). The Contractor's Quality Plan shall identify the personnel, procedures, instructions, records, forms; and, as a minimum, shall include the following:
1. Include the names: Quality Control Manager, on-site safety person, the number, classifications, qualifications, duties, responsibilities, and authorities of personnel.
A copy of a letter, signed by an authorized official of the firm, which describes the responsibilities and delegates the authorities of the Quality Control Manager, shall be furnished.
2. The Quality Control Manager shall work directly for the company president or owner and must have a minimum of five years experience as Quality Control Manager or Inspector. Include qualifications in the submitted plan for Government approval.
3. A job-specific, work-item checklist will be developed by the Contractor for inspection purposes. The list will be broken into Sections identical to the Contract Specifications and will contain all inspection actions necessary to ensure full compliance with the Contract. These inspections shall be annotated on the Quality Control Records.
4. A Sample Quality Control Record from a simplified and generic project is attached to indicate the level of detail expected.
5. Provide documentation format for Contractor's Quality Control activities and testing. The Sample of Quality Control Record form is to be used for documenting daily inspections, corrective actions, tests, etc.
6. Environmental Compliance and all permits are Quality Control Managers responsibilities.
01000-8
7. Quality Control testing procedures, including corrective actions to be taken where non-compliance is noted, is the responsibility of the Quality Control Manager.
8. Ensure a complete set of Contract Specifications, Modifications, full size Drawings and all other pertinent information are on each site during construction.
9. N/A
10. The process for addressing varying site conditions, managing work at remote sites, and working with security requirements is part of this Plan.
11. N/A
12. Methods to ensure scheduled appointments are met and documentation to verify arrival and departure times at the work site.
13. Safety program that ensures complete compliance with OSHA and all Safety requirements. The name of the designated on-site safety persons and safety training, briefings, inspections, practices and procedures shall be included in the Quality Control Plan.
14. A Submittal Schedule program that ensures a completed Submittal Schedule is followed.
15. N/A
C. This Contract requires a Quality Control Manager. The individual assigned shall be responsible for this Project.
1. The Quality Control Manager shall be responsible for ensuring all requirements of the Specifications, Drawings, and Quality Control Plan is met.
2. The Contractor's Quality Control activities to be performed at the work site include those of subcontractors, off-site fabricators, and suppliers.
3. The Quality Control Manager is required to dedicate one hour per workday towards this specific duty.
D. Acceptance: The Quality Control Plan will be reviewed and accepted by the Contracting Officer. The Contractor shall make such changes and additions necessary for clarity and completeness as requested by the Contracting Officer. Acceptance is conditional and the Government reserves the right to require the Contractor to make changes in the Quality Control Plan, personnel, and operations to correct deficiencies found by the Government during performance of work. No change shall be implemented prior to acceptance in writing by the Contracting Officer. Non-compliance with the Quality Control Plan will result in one or more of the following actions at the Government's discretion:
1. Directed removal and replacement of the QC Manager.
2. Reduced progress payments until corrections are made.
3. Cure notices, other applicable contracting actions up to, and including possible
Contract termination for default.
4. Other contractual actions deemed appropriate by the Contracting Officer.
01000-9
E. Quality Control Records: The Quality Control Records shall contain a record of daily inspections for each site with all work accomplished. Specific items of work checked each day will be annotated. All work-in-place must be certified as complying with the Contract plans and Specifications. Non-compliance items must be clearly noted.
Corrective actions must be outlined and detailed for non-compliance items. The Contractor shall maintain daily records, which will be on-the-job site and available for review by the Contracting Officer or his technical representative. Daily reports will be signed by the designated Quality Control Manager and will indicate hours spent on Quality Control at the site for that day. A copy of the QC daily reports shall be given to the Project Inspector.
3.14 SUPERVISION
A. There shall be one on-site supervisor at the work site during all work. Submit names with Quality Control Plan.
B. Each on-site supervisor will be responsible for all Contractor and subcontractor workers, and adherence to the Specifications and Drawings.
3.15 SPECIFICATIONS, MODIFICATIONS, AND DRAWINGS
A. A complete set of Contract Specifications, all modifications, and full size Contract Drawings. Other information such as Submittals, etc, shall also be present.
3.16 AS-BUILT DRAWINGS AND DATA
A. ASBUILT DRAWINGS: N/A
3.17 ROAD CLOSURES
A. N/A
3.18 CONTRACTOR VEHICLES, EQUIPMENT AND MATERIALS
A. The Contractor shall provide all vehicles and equipment necessary to accomplish the Contract work. Power equipment shall be equipped with safety and noise limiting devices. The equipment shall be in a safe and efficient operating condition.
B. All vehicles shall be maintained in a safe operating condition in accordance with OSHA standards. All vehicles not essential to the job will be left off site.
C. The Contractor will be permitted to store necessary materials and vehicles on site.
Only those materials, storage vehicles or equipment mounted vehicles that must remain overnight or over the weekend and directly pertain to the work being performed at the site may be stored. Material must be placed in a designated area per Waste, Processing, and Storage Site paragraph and will not interfere with site access. Storage must be coordinated with the Contracting Officer or his designated representative. The Contractor shall submit to the Contracting Officer at the pre-construction conference
01000-10 the size of storage area requested. The Government shall not be responsible for the loss of Contractor material, tools, or equipment.
D. The Contractor is hereby informed that the access roads from the main road to the work sites are private property and, in some cases, county or state property. The parking of vehicles on the access road or adjacent property is strictly prohibited unless permission has been obtained from the Contracting Officer.
E. At the end of each workweek, the Contractor shall clean up the work area debris, ensure the security of equipment, tools and work/Contract materials.
3.19 CONCEALED WORK
A. All items of work to be concealed shall be Government inspected prior to concealment.
All Government inspection hours shall be scheduled per Section 01000, Work Times.
3.20 CONSTRUCTION AREA
A. The Contractor shall confine construction operations as much as feasible. Complete restoration of the area to existing conditions shall be the responsibility of the Contractor and shall be at the Contractor’s expense.
3.21 CONSTRUCTION NEAR UTILITY SYSTEMS (AF Form 103)
A. The Contractor is responsible for contacting Montana 811 for all utility locates in the areas were excavation operations will be conducted. TO THE MAXIMUM EXTENT
POSSIBLE, ELIMINATE PERMANENT MARKINGS ON PAVEMENT AND
CURBS. Location marks shall be removed after 14 calendar days. Digging within three feet of buried communications cables, environmental monitoring wells, electrical cables, irrigation systems, and gas lines shall be performed by hand digging until the utility is exposed. The Project Inspector shall be notified three days prior to digging within a three-foot area near this utility. A representative from the Cable Affair Office must be present during excavation of the Missile Communications Cables. The cable piping routes must be marked prior to excavation in the area. The Contractor shall be held responsible for any damage to a marked or identified utility by excavation procedures. Once the utility is exposed, mechanical excavation may be used if there is no chance of damage occurring to the cable or piping system. If required the contractor shall be responsible for processing the Work Clearance Request (AF Form 103).
This permit shall be completed prior to start of any construction work. The approved permit shall be valid for a period not to exceed 180 calendar days.
B. N/A
C. The Contractor shall be held responsible for any damage to the utility by excavation procedures. The Contracting Officer and Project Inspector shall be immediately notified of all damage.
3.22 PROTECTION OF EXISTING FACILITIES
01000-11
A. The Contractor shall be responsible for the protection of features outside the construction limits and within the construction limits such as existing structures, fences, roads, paving, curbs, sidewalks, utility appurtenances, and equipment. Provide temporary heating as required. The repair or replacement of such items damaged during construction will be at the Contractor's expense.
3.23 CONSTRUCTION STAKING
A. The Contractor shall provide construction staking.
3.24 NUCLEAR DENSOMETERS
3.25 CONFINED SPACE REQUIREMENTS
A. N/A
3.26 NOTICE OF FINAL INSPECTION AND ACCEPTANCE
A. A final inspection will be held after completion at each work site. This inspection must be coordinated with the Contracting Officer and Government Inspector and should include at a minimum these personnel. Any discrepancies found will be corrected within 7 days of final inspection. Final payment SHALL NOT occur until all discrepancies are corrected, final acceptance, and all environmental permits are received. All work at one site must be completed before being allowed to proceed to the next work site.
01000-12
QUALITY CONTROL REPORT TO INSPECTOR
Date: ____________
CONTRACT NO.
FA4626-
TITLE AND LOCATION
MALMSTROM AFB MT
REPORT NO.
CONTRACTOR (Prime or Subcontractor)
NAME OF SUPERINTENDENT OR QC REP
WEATHER TEMPERATURE
WEATHER EFFECTS
PRIME CONTRACTORS/SUBCONTRACTOR WORKFORCE
(If space provide below is inadequate, use additional sheets
NUMBER
TRADE
HOUR
S
EMPLOYER
ACTIVITY/TASK PERFORMED
COMP
NON
COMP
TOTAL WORK HOURS ON
JOB SITE THIS DATE______
CUMULATIVE TOTAL OF
WORK HOURS FROM
PREVIOUS REPORT_______
TOTAL WORK HOURS
FROM START OF
CONSTRUCTION
KTR INITIALS CERTIFY INSPECTION OF ACTIVITY INITIALS
WERE THERE ANY LOST TIME ACCIDENTS THIS DATE?
� YES � NO
IF YES, A COPY OF THE COMPLETED OSHA REPORT IS REQUIRED
CONSTRUCTION AND PLANT EQUIPMENT LEFT ON JOB SITE UNTIL USE IS
COMPLETED
DESCRIPTION DATE FIRST ON JOB
(FIRST TIME ONLY)
HOURS WORKED THIS DATE HOURS
IDLED
DATE OF FINAL
REMOVAL FROM JOB SITE
01000-13
CONSTRUCTION AND PLANT EQUIPMENT NOT LEFT ON JOB SITE
PERMANENTLY
(This will include pickup trucks and mobile mounted items, such as compressor, that are also used for transportation to and from the job)
DESCRIPTION HOURS WORKED HOURS IDLED
SPEC PARA
AND/OR
DRAWING NO.
LOCATION AND DESCRIPTION OF DEFICIENCIES
(Materials, Equipment, Safety, and/or Workmanship) ACTION TAKEN OR TO BE
TAKEN
REFERENCE
DEFICIENCIES CORRECTED THIS DATE
REPORT
NO.
COMPLIANCE
NOTICE NO.
01000-14
INSPECTION AND/OR TESTING
PERFORMED TODAY-FOLLOW WITH
REPORT
LOCATION
AND/OR ELEMENT
OF WORK
REMARKS
RESULTS OF
INSPECTION/TESTING
SPEC PARA/
DRAWING
NO.
EQUIPMENT/MATERIAL RECEIVED TODAY TO
BE INCORPORATED IN JOB (Description, Sizes, Quantity)
SUBMITTAL NO.
OR
CERTIFICATION
DATE
APPROVED
REMARKS:
(Document Total QC Hours for this Day, Directions Received from Government, and Compliance Notices, Etc)
Quality Control Rep Date
CONSTRUCTION REPRESENTATIVES REMARKS AND/OR EXCEPTIONS TO THIS REPORT
Construction Representative Date
END OF SECTION 01000
MALMSTROM AIR FORCE BASE 01360-1 ENVIRONMENTAL PROTECTION
SECTION 01360
ENVIRONMENTAL PROTECTION
1.0 REFERENCES
The publications listed below form a part of this specification to the extent referenced.
All references listed in these specifications are intended to be the current version or edition, unless specifically identified otherwise. The Contractor shall conform to the Occupational Safety & Health Act, Environmental Protection Agency, Montana Dept. of Environmental Quality, U.S. Air Force and all other Federal, State and Local environmental regulatory requirements.
29 CFR Occupational Safety and Health Administration
40 CFR Environmental Protection Agency
49 CFR Department of Transportation
EM 385-1-1 U.S. Army Corps of Engineers Safety and Health
Requirements Manual (1996)
WETLANDS U.S. Army Corps of Engineers Wetlands Delineation
Manual
341 SW OPLAN 32-00-1 Malmstrom Green Purchasing Program Plan
341 SW OPLAN 32-7042 Malmstrom Hazardous Waste Management Plan
341 SW OPLAN 32-7043 Malmstrom Solid Waste Management Plan
AFI 32-7080 Pollution Prevention Program
AFI 32-7086 & SUP Hazardous Materials Management
2.0 PERMITS AND FEES
2.1 No separate payment will be made for work covered under this section. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. All costs associated with this section shall be included in the contract price. The Contractor shall be responsible for payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations.
2.2 The Contractor shall be responsible for obtaining and complying with all environmental permits and commitments required by Federal, State, regional, and local
MALMSTROM AIR FORCE BASE 01360-2 ENVIRONMENTAL PROTECTION
environmental laws and regulations. The Contractor shall provide copies of all environmental permits including Notice of Intent Packages and Notices of Termination to the Civil Engineer Squadron Natural Resources Management Element (341 CES/CEAN) within five business days of receipt or submittal.
2.3 Demolition Work: Contractors shall notify the Montana Dept. of Environmental Quality, Permitting & Compliance Division, Air & Waste Management Bureau, P.O. Box 200901, Helena, MT. 59620-0901 for all demolition work where load bearing members are removed.
3.0 AIR QUALITY
3.1 Equipment operation, activities, or processes performed by the Contractor shall be in accordance with all Federal and State air emission and performance laws and standards.
3.2 Burning of material is not allowed on base by the Contractor.
3.3 Particulates - The contractor shall not operate a construction site or demolition project unless reasonable precautions are taken to control emissions of particulate matter. Such emissions of airborne particulate matter shall not exceed 20% opacity as defined in 40 CFR 60 Appendix A.
3.4 Sound Intrusions - The Contractor shall keep construction activities under surveillance and control to minimize environment damage by noise. The Contractor shall comply with the provisions of the State of Montana rules.
3.5 Ozone Depleting Chemicals (ODCs)
3.5.1 The contractor shall ensure activities performed under this contract are in compliance with the Air Force Instruction (AFI) on ODCs. The contractor shall not purchase, use, nor specify the use of any Class I ODC in the production, design, or maintenance of the end item. Class II ODCs may be used or specified only with the written approval of the Contracting Officer. ODCs are identified and classified in Air Force Instructions AFI32-7080 and AFI32-7086 & Sup).
3.5.2 Air Conditioning & Refrigeration Equipment - Any maintenance, repair and demolition work to air conditioning and refrigeration equipment shall require that all CFC (Chlorofluorocarbons) handling standards be met. The contractor shall not furnish any equipment that requires the use of ozone depleting chemicals nor shall he vent or cause to be vented CFC or HCFC (Hydrochlorofluorocarbons) refrigerants or other mixtures containing CFCs to the atmosphere during repair, maintenance or demolition work on the equipment covered by this contract. The contractor shall have available refrigerant recovery or reclaim equipment to perform the work. Personnel who operate refrigerant reclaim or recycling equipment shall possess the necessary state and local certifications for operating the equipment. The contractor shall be responsible for meeting all requirements, permitting, licensing and certification required by state or local ordinance
MALMSTROM AIR FORCE BASE 01360-3 ENVIRONMENTAL PROTECTION
to work on refrigeration systems. Replacement compressors and other replacement equipment used in repairing CFC-containing systems shall be compatible with CFC replacement refrigerants.
4.0 WATER RESOURCES AND STORM WATER DISCHARGE
The Contractor shall monitor construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. The Contractor shall monitor all water areas affected by construction activities. For construction activities immediately adjacent to impaired surface waters, the Contractor shall be capable of quantifying sediment or pollutant loading to that surface water when required by State or Federally-issued Clean Water Act permits.
4.1 The contractor shall not discharge any contaminated materials into the storm drain system on Base. EPA authorizes the following non-storm water discharges: fire fighting activities; fire hydrant flushing; potable water sources; irrigation drainage; lawn watering;
routine building wash-down without detergents; pavement wash-waters where spills/leaks of toxic or hazardous materials have not occurred and where detergents are not used; air conditioning condensate; springs; uncontaminated groundwater; and foundation/footing drains where flows are not contaminated with process materials such as hydrocarbons/solvents.
4.2 Sanitary Sewer - The Contractor shall not dump any restricted materials down the sanitary sewer or wastewater disposal system without approval of the Air Force. All discharges to the sewer shall meet Federal, State, and Local regulatory requirements and shall meet the permit requirements limiting MAFB discharges. The base sewer discharge is tested weekly by the City of Great Falls for conformance requirements.
4.2.1 Restricted waste water materials include:
A. Any water or waste having a pH lower than 5.5 or higher than 9.0 or having any other corrosive property which reasonably could be hazardous to structures, equipment or personnel, such as, but not limited to, battery or plating acids and wastes, copper sulfate, chromium slats and compounds, or salt brine;
B. Any waters or wastes containing strong acid iron pickling wastes, or concentrated plating solutions whether neutralized or not, shall be prohibited from discharge;
C. Any water or waste containing fats, wax, grease, or oils, whether emulsified or not, in excess of one hundred mg/l or containing substances which may solidify or become viscous at temperatures between thirty-two degrees Fahrenheit or zero degrees centigrade and one hundred fifty degrees Fahrenheit or sixty-five degrees centigrade;
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D. Any volume of flow or concentration of wastes defined as slug loads or other pollutants(including oxygen-demanding pollutants-BOD, etc.) released in a single extraordinary discharge episode of such volume or strength as to cause interference to the POTW;
E. Any water or waste containing metals in excess of the following limits:
Arsenic-0.462 mg/l Cadmium-3.551 mg/l Chromium-5.676 mg/l Copper-4.985 mg/l Cyanide-0.505 mg/l Lead-0.946 mg/l Mercury-0.028 mg/l Nickel-4.782 mg/l Silver-0.531 mg/l Zinc-1.019 mg/l
4.2.2 For discharge of ground water, the Contractor shall surface discharge in accordance with all Federal, State, and local laws and regulations.
4.3 Storm Water Discharge Permit
4.3.1 Construction Activities - Storm Water Discharge Permit - MPDES General Permit for Storm Water Discharges Associated with Construction Activity is required for construction activity in which clearing, excavating, grading, stockpiling earth materials, and placement/removal of earth materials will result in disturbance of 1 acre or more of land or if the activity is a phase of a larger project that will result in a combined disturbance of 1 acre or more of land. The contractor shall be responsible for obtaining and complying with the Storm Water Discharges Associated with Construction Activity permit. If a permit is required the contractor shall submit a completed Notice of Intent (NOI) package to 341 CES/CEANQ for review prior to submitting to MDEQ..Allow 10 business days for 341 CES/CEANQ review. The package shall contain the following:
A. A Notice of Intent Form
B. A Storm Water Pollution Prevention Plan. This plan must meet the basic requirements of the storm water pollution prevention plan (SWPPP) provided in Part IV of the General Permit. In addition to General Permit requirements, the SWPPP must include:
- detailed site plan, including construction traffic control plans, in a format that can be maintained and updated throughout the project
- project activity timelines including excavation and landscaping schedules in a format that can be maintained and updated throughout the project
- initial descriptions and locations of construction storm water best management practices (BMP) in a format that can be maintained and updated throughout the project
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All plans must be kept on site. Plans must be maintained and updated throughout the project as conditions change.
C. Fees
4.3.1.1 Construction Activities - Storm Water Discharge Permit Compliance. The contractor shall provide a copy of the final NOI package to the Civil Engineer Squadron Natural Resources Management Element (341 CES/CEANQ) at least 10 business days prior to construction start date. The contractor shall perform the following in accordance with the permit:
A. The SWPPP shall be maintained on the construction site.
B. During construction the contractor shall perform inspections as outlined in Part III of the General Permit, record all SWPPP changes, modifications, and updates in logbooks or as notations on the documents cited in Section 4.3.1 (B).
C When the contactor determines that the site has achieved final stabilization the contractor will prepare and submit a Notice of Termination to 341 CES/CEANQ for review prior to submittal to MDEQ. 341 CES/CEANQ will inspect the site and determine if final stabilization has been achieved. MAFB defines final stabilization as:
the time at which all soil disturbing activities at the site have been completed, and a vegetative cover has been established with a density of at least 70 percent. This minimum percentage cover is required regardless of the pre-disturbance coverage.
The Notice of Termination shall not be submitted to MDEQ until 341 CES/CEANQ concurs that final stabilization was achieved.
4.3.1.2 The contractor should reference the Montana Department of Environmental Quality’s website:http://www.deq.state.mt.us/wqinfo/mpDES/stormwaterconstruction.asp for Notice of Intent Forms, instructions, SWPPP information, and other guidelines for complying with Montana storm water requirements.
5.0 EROSION, SEDIMENT CONTROLS, AND WETLANDS
5.1 Wetlands - The Contractor shall not enter, disturb, destroy, place fill into, or allow discharge of contaminants into any wetlands except as specifically authorized herein.
The Contractor shall be responsible for the protection of wetlands on Malmstrom AFB.
Authorization to enter specific wetlands identified shall not relieve the Contractor from any obligation to protect other wetlands within, adjacent to, or in the vicinity of the
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construction site and associated boundaries. Maps showing locations of wetlands within Malmstrom AFB can be obtained from the 341 CES/CEAN.
5.2 The Contractor shall be responsible for providing erosion and sediment control measures in accordance with Federal, State, and local laws and regulations. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor's construction activities. The area of bare soil exposed at any one time by construction operations should be kept to a minimum and will be documented throughout the project on the site plan cited in Section 4.3.1 (B).
The Contractor shall construct or install temporary or permanent erosion and sediment control best management practices (BMPs) in accordance with the construction SWPPP (see Section 4.3). BMPs may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. The Contractor's BMPs shall also conform with the Malmstrom Air Force Base Montana Pollutant Discharge Elimination System (MPDES) Storm Water Pollution Prevention Plan (SWPPP). This base-wide SWPPP may be reviewed at the Malmstrom AFB Environmental Office. The Contractor shall expect that specific BMP requirements, locations, or management practices will change as the project proceeds.
The Contractor shall record these changes in the SWPPP documents cited in Section
4.3.1 (B). Any temporary measures shall be removed after the area has been stabilized.
6.0 TOXICS
The Contractor is responsible for ensuring that no employee is exposed to toxic materials like airborne asbestos, lead from lead base paint or polychlorinated biphenyls (PCB’s).
6.1 Asbestos and Asbestos Hazards - The Contractor shall conform to all the requirements of 29 CFR 1926.1101, Asbestos. Typical suspect asbestos containing materials include floor and/or ceiling tile, tile mastic, roofing materials and flashing mastics, pipe and boiler insulation, wall coverings, sheet rock joint compound, transite materials, etc.
6.1.2 No new asbestos containing materials shall be used or installed at any facilities under the jurisdiction of Malmstrom AFB.
6.1.3 The contractor shall notify the Montana Department of Environmental Quality, Permitting & Compliance Division, Air & Waste Management Bureau, Asbestos Control Program, PO Box 200901, Helena, MT. 59620-0901, of all demolition and renovation work where asbestos containing material removal quantities meet minimums specified for notification. (Demolition means the wrecking or taking out of any load-supporting
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structural member of a facility.).) Notification is required for demolition work even though the facility contains no asbestos containing material (40 CFR 61.145(a)(2)).
6.2 Paint and Paint Hazards - Existing Paint: Existing painted surfaces may contain lead based paint. The Contractor is responsible for ensuring that no employee is exposed to concentrations of lead in excess of the permissible exposure limit (PEL) equal to an eight hour time weighted average of 50 micrograms per cubic meter (g/m3).
The Contractor shall conform to all the requirements of 29 CFR 1926.62, Lead.
Workers are to wear respirators unless air testing establishes that lower protection factors are sufficient. Engineering and work practice controls may be sufficient to reduce exposure to or below the PEL. If the lead PEL is exceeded all workers shall wear appropriate personal protective equipment. The Contractor shall adhere to all other requirements of 29 CFR 1926.62. The Contractor shall keep a steady spray of water on any demolition work that may cause exposures. Runoff shall be contained on the work site to prevent contamination to any watersheds or the sanitary sewer system.
The Contractor shall not contaminate the soil with lead due to excessive use of water.
The site shall be limited to access by the public and the Contractor is responsible for non-exposure of the public to any lead concentrations above the PEL.
6.2.1 New-Paint Restriction - The Contractor shall not furnish or use any paints or coatings containing mercury or lead for interior or exterior applications. Paints, solvents, and surface preparation chemicals shall not contain Hexavalent Chromium.
Information on Hexavalent Chromium can be found at http://www.epa.gov/ttn/atw/hlthef/chromium.html.
6.2.2 No oil-based paints or coatings are to be used on base unless the entire liquid material is applied to the intended surface. No oil based paint liquid is to be left for disposal by base personnel nor is any of this material to be improperly disposed of by the contractor.
6.2.3 Use of environmentally safe water base paints and stains is recommended.
6.3 Polychlorinated Biphenyls (PCB's) - No PCB’s or products containing PCB’s shall be installed on Malmstrom AFB.
6.3.1 Turn in all light ballasts or electrical equipment with PCB’s to the 341 CES/CEANP. Transformers, capacitors, switching gear, etc., often contain PCB’s for cooling purposes.
6.3.2 . The contractor shall turn in hermetically sealed electrical equipment to 341 CES/CEANP assuming it has a PCB concentration greater than the 50-ppm limit unless it is marked to indicate it contains no PCBs.
6.3.3 Contractor shall:
6.3.3.1 Count the number of units for turn in.
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6.3.3.2 Place units in a 49 CFR 178.500, Subpart L shipping container furnished by the Contractor.
6.3.3.3 Call 341 CES/CEANP (Ph x6163) three days in advance to schedule contractor delivery.
6.3.3.4 Contractor shall deliver to appropriate storage facility.
7.0 EMERGENCY PLANNING AND COMMUNITY RIGHT-TO-KNOW ACT.
For contracts over $100,000, contractors shall comply with the Toxic Release Inventory reporting provisions of Emergency Planning and Right-to-Know Act (EPCRA) Section 313 by filing Form R reports during the life of the contract. Contractors shall provide a list of any extremely hazardous and/or hazardous substances listed under EPCRA along with maximum inventory and consumption. HAZMART registration fulfills this requirement. Contractors shall provide this information to 341 CES/CEANP and HAZMART. Should the potential contractor not be subject to reporting under EPCRA, he shall certify as such. References: Federal Register, August 10, 1995, Vol. 60, No.
154, p40987-40992 and Federal Register, September 29, 1995, Vol 60, No. 189, p50737-50743.
8.0 HAZARDOUS MATERIALS
8.1 Hazardous Materials (HAZMAT) Contractor Authorization Procedures
8.1.1 Contractors must obtain an authorization prior to bringing any hazardous materials (Hazardous Material includes all items covered under EPCRA (or other federal, state or local) tracking requirement, the OSHA HAZCOM Standard, and all Class I and Class II ODS) onto Air Force installations. Following contract award and a minimum of 30 days prior to beginning work, the contractor must formally submit a list of all hazardous materials Attachment 5 (1360-5), along with their current Material Safety Data Sheets (MSDS’s), the contractor plans to use and the projected amounts to 341 CES/CEANP through the contracting officer. 341 CES/CEANP will review the submittal and identify those hazardous materials requiring formal HAZMAT authorization procedures. Some of these identified materials may be disapproved. All other materials on the list require no additional authorization. The standardized procedure for authorizing HAZMAT is outlined in AFI 32-7086. The contractor may obtain guidance from the 341 CES/CEANP at 731-6447.
8.1.2 Once the hazardous material list is returned to the contractor from the Contracting Officer The contractor will submit the AF Form 3952 “Authorization Request Worksheets” and current MSDS's with container type, size, if an aerosol to the Contracting Officer within 10 working days. The 341 CES/CEANP and Hazardous Materials Pharmacy (HAZMART) will coordinate to enter the authorization request data
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into the HAZMAT tracking system. The authorization will require 341 CES/CEANP approvals for environmental and emergency response purposes.
8.1.3 The contractor will report to the HAZMART for bar code issuance each time they bring formally authorized HAZMAT as described above onto the installation. The contractor will report on a monthly basis their consumption of these formally authorized hazardous materials to the HAZMART.
8.1.4 Prior to completion of the contract, the contractor will submit a final report of the actual quantities used on base. The report will be used to reconcile actual chemical usage during the contract period. The contractor is responsible for the removal of all excess hazardous materials from the base and close out the HAZMART account. The contractor shall submit a HAZMART account close out report to 341 CES/CEANP through the Contracting Officer ten days prior to the final acceptance inspection as a formal contract submittal.
9.0 STORAGE OF HAZARDOUS MATERIALS
9.1 All hazardous materials used by the contractor on base property shall be stored properly in designated areas in accordance with all Federal, State, local, and MAFB Fire Department regulatory requirements. Storage shall include, but not be limited to:
A. Keep containers closed when not in use
B. Label containers and provide appropriate warning labels. Empty containers shall be labeled as empty.
C. Post hazardous signs as required
D. Provide storage with secondary containment and routinely check for leaks and spills
E. Store materials at a central location
F. Flammable items must be stored in an approved flammable storage locker
G. All fuel storage tanks must have secondary containment
H. Fuel and Lubricants
I. Compressed Gas Cylinders segregated and secured to prevent falling over
J. Valve protection cap for a cylinder designed to accept a cap shall always be in place except when in use or connected for use
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9.2 Storage, fueling, and lubrication of equipment and motor vehicles shall be conducted in a manner that affords the maximum protection against spill and evaporation. Fuel, lubricants and oil shall be managed and stored in accordance with all Federal, State, Regional, and local laws and regulations. Used lubricants and used oil to be discarded shall be stored in marked corrosion-resistant containers and recycled or disposed in accordance with 40 CFR 279, State, and local laws and regulations.
10.0 HAZARDOUS WASTE
10.1 All hazardous waste, except those that come under Universal Waste Rules, must be managed in accordance with 40 CFR Subchapter I, Parts 260-268. Hazardous Waste generated on Malmstrom shall be turned over to the 341 CES/CEANP. Prior arrangements for turn in can be obtained from 341 CES/CEANP at 731-6163.
10.1.1 Universal Waste shall be managed in accordance with 40 CFR 273.9. Universal Waste generated on Malmstrom shall be turned over to the 341 CES/CEANP.
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