Attachment_1_Specifications.pdf

TECHNICAL PROVISIONS

JFSD201710

BASE PAVEMENTS IDIQ BASIC CONTRACT

GRAND FORKS AFB, ND

November 2017

JFSD 201710

Nov 2017

TECHNICAL PROVISIONS

TABLE OF CONTENTS

SECTION 01000 STATEMENT OF WORK

1. SCOPE ................................................................................................................................ 01000-1

2. PROJECT DESCRIPTION ................................................................................................ 01000-1

3. STANDARD TESTS, QUALITY, AND GUARANTEES ................................................ 01000-2

4. WORK CLEARANCE REQUEST AND OTHER PERMITS .......................................... 01000-3

5. UTILITIES COORDINATION .......................................................................................... 01000-4

6. FIRE REGULATIONS ....................................................................................................... 01000-5

7. CONTRACTOR USE OF PREMISES .............................................................................. 01000-5

8. GOVT FURNISHED SERVICES AND UTILITY AVAILABILITY .............................. 01000-11

9. WORK SEQUENCE .......................................................................................................... 01000-12

10. ADMINISTRATION REQUIREMENTS ......................................................................... 01000-12

11. NOTIFICATION TO CONST MGMT OFFICE (CMO) .................................................. 01000-14

12. SUBMITTALS .................................................................................................................. 01000-15

13. ENVIRONMENT PROTECTION .................................................................................... 01000-20

14. CONTRACTOR QUALITY CONTROL (CQC) .............................................................. 01000-29

15. FOLLOW UP INSPECTIONS .......................................................................................... 01000-30

16. OPERATING MANUALS ................................................................................................ 01000-31

17. BASE ENTRY PROCEDURES AND AIRFIELD SECURITY REQ .............................. 01000-31

18. SITE VISITS ..................................................................................................................... 01000-34

19. CONSTRUCTION QUALITY CONTROL DAILY REPORT FORM ............................ 01000-35

ATTACHMENTS. . . . . . . . . . . . . . . . . . . . . . 01000-38

SECTION 02551 BITUMINOUS PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, CURBING

AND ADJUSTING MANHOLES

1. SCOPE OF WORK: ........................................................................................................... 02551-1

2. MATERIALS: .................................................................................................................... 02551-1

3. SAMPLING AND TESTING: ........................................................................................... 02551-4

4. CORRELATION AND WORK CONDUCTANCE: ......................................................... 02551-4

5. PATCHING: ....................................................................................................................... 02551-4

6. CRACK SEALING: ........................................................................................................... 02551-5

7. SLURRY SEAL (TYPE 1)………………………… …………………………………….02551-5

8. COMPACTION: ................................................................................................................. 02551-5

9. CONCRETE PLACEMENT: ............................................................................................. 02551-5

10. RECYCLED MATERIALS: ............................................................................................. 02551-6

SECTION 02763A PAVEMENT MARKINGS AND TRAFFIC SIGNS

1. GENERAL: ........................................................................................................................ 2763A-1

2. PRODUCTS: ...................................................................................................................... 2763A-3

3. EXECUTION: .................................................................................................................... 2763A-4

SECTION 02831 CHAIN LINK FENCE

1. GENERAL: ........................................................................................................................ 02832-1

2. PRODUCTS: ...................................................................................................................... 02832-2

3. EXECUTION: .................................................................................................................... 02832-4

SECTION 02922 SODDING

1. APPLICABLE PUBLICATIONS: ..................................................................................... 02922-1

2. SUBMITTALS: .................................................................................................................. 02922-1

3. SOURCE INSPECTIONS: ................................................................................................. 02922-2

4. DELIVERY, STORAGE AND HANDLING .................................................................... 02922-2

5. MATERIALS: .................................................................................................................... 02922-3

6. SODDING TIMES: ............................................................................................................ 02922-4

7. SITE PREPARATION: ...................................................................................................... 02922-4

8. SODDING: ......................................................................................................................... 02922-6

9. RESTORATION AND CLEAN UP: ................................................................................. 02922-5

10. PROTECTION OF TURFED AREAS: ............................................................................ 02922-6

11. TURF ESTABLISHMENT PERIOD: ............................................................................... 02922-6

12. FINAL ACCEPTANCE: ................................................................................................... 02922-6

SECTION 055200 METAL RAILINGS

1. GENERAL ……………………………………………………………………………055200-1

2. PRODUCTS ……………………………………………………………………………055200-1

3. EXECUTION ………………………………………………………………………….055200-2

SECTION 16375 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

1. GENERAL: ........................................................................................................................ 16375-1

2. PRODUCTS: ...................................................................................................................... 16375-6

3. EXECUTION: .................................................................................................................... 16375-9

SECTION 329219 SEEDING AND HYDROMULCHING

1. GENERAL: ........................................................................................................................ 329219-1

2. PRODUCTS: ...................................................................................................................... 329219-2

3. EXECUTION: .................................................................................................................... 329219-5

01000 - 1 JFSD201710

Base Pavements IDIQ Basic Contract

Technical Provisions

Section 01000

1. SCOPE OF WORK:

1.1. Work to Be Done: The work consists of furnishing all plant, labor and materials to perform all work in strict accordance with these technical provisions and the project drawings.

1.2. Location: The site of the work is Grand Forks Air Force Base, ND.

2. PROJECT DESCRIPTION: The work to be performed includes but is not limited to the following:

2.1. Placing a hot bituminous pavement overlay with tack coat on streets and roads as directed.

2.2. Remove and replace existing concrete and asphalt pavement, including base course repair as directed.

2.3. Excavate and install new suitable subbase and base material and. new asphalt or concrete pavement as directed. Construct new asphalt or concrete roads, parking lots, driveways and sidewalks.

2.4. Make minor patches as directed.

2.5. Make major patches as directed, including base course repair.

2.6. Remove and replace existing concrete sidewalks, brick paver sidewalks, curb and gutter as directed.

2.7. Raise or lower manholes and access covers as required to meet new or existing pavement surface.

2.8. Install or repair sewer inlets as directed.

2.9. Seal cracks 1/8 inch wide or wider. Seal joints. Refer to UFC 3-250-08FA - Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements (latest dated addition).

2.10. Apply a slurry seal(Type 1)as directed.

2.11. Mill pavements as directed.

2.12. Remove driveway materials and replace with concrete or asphalt as directed.

2.13. Install new concrete curb and gutter, stamped colored concrete sidewalk and concrete sidewalk as directed.

2.14. Install new PVC storm drain line as directed.

2.15. Install new manholes as directed.

01000 - 2 JFSD201710

2.16. Stripe pavements as required, to include site development (i.e. parking plan).

2.17. Relocate/Install reserved parking and traffic signs. Refer to Air Force UFC 3-120-01- Air Force Sign Standard (latest dated addition).

2.18. Contractor shall provide surveying equipment and expertise to facilitate all work necessary, and associated with the accomplishment of all delivery orders issued under this contract. Surveying requirements may be, but not limited to establish roadway, curbs, gutters, storm sewer inlet elevations, drainage structures and flow slopes/lines, determine cuts and fills, general project layout, and for government and contractor recommend alterations and modifications to awarded delivery orders, and to provide as-built drawings to include cross sectional details for all work that requires as-builts.

2.19. Hydro-mulching/seeding or sodding shall be performed on all areas disturbed by the contractor activities, both existing and new work, and other areas as directed by the contracting officer’s representative. Access areas leading to and from project locations disturbed by contract operations shall also receive hyrdo-mulching/seeding and/or sodding

2.20. Perform lime stabilization of soil. Refer to UFC 3-250-11 Soil Stabilization for Pavements (latest dated addition).

2.21. Perform cement stabilization of soil. UFC 3-250-11 Soil Stabilization for Pavements (latest dated addition).

2.22. Obtain permits, documentation, and apply/execute all other administrative and field requirements for compliance with the ND State rules and regulations, and the Environmental Protection Agency (EPA) rules and regulations as they apply to Storm Water Pollution Prevention for construction activities.

2.23. The contractor shall coordinate with the appropriate facility mangers, housing tenants, Civil Engineering personnel and Security Forces personnel to the extent necessary to provide area access, develop required plans, traffic control, and to de-conflict mission requirements. This coordination shall be completed and approved by 319 CES, and/or the Contracting Officer (CO) 10 days prior to the start of on-site work. Preliminary site investigations to prepare required submittals and plans may have to be complete prior to the 10 day requirement of user coordination.

2.24. All work not specifically addressed in this specification or specifications there after shall be installed in strict accordance to the latest publications of the National Electric Code, Uniform Building Code, Uniform Mechanical Code, Uniform Plumbing Code, NFPA 101 Life Safety Code, and Grand Forks AFB Architectural Compatibility Guide. The GFAFB Architectural Compatibility Guide is not included in the specifications package, but will be provided upon request.

2.25. International Conference of Building Officials has established the basic building code standards for construction, renovation, repair, and maintenance. These standards, commonly referred to as the International Building Code (IBC), together with the Unified Facilities Criteria UFC 1-200-01 found at http://www.wbdg.org/ccb/DOD/UFC/ufc_1_200_01.pdf shall constitute the minimum acceptable levels of construction, function, and safety for all projects.

2.26. All material selections, construction, renovation, repair, and maintenance shall comply with the latest edition of Unified Facilities Criteria UFC 3-600-1 Fire Protection Engineering for Facilities.

3. STANDARD TESTS, QUALITY, AND GUARANTEES:

http://www.wbdg.org/ccb/DOD/UFC/ufc_1_200_01.pdf

01000 - 3 JFSD201710

3.1. Tests or trials to determine the effectiveness of performance of a completed assembly or fabricated system shall be made by the contractor, without cost to the Government.

3.2. All articles, supplies and equipment, parts, and assemblies thereof, of standard manufacturers or for which design requirements are not prescribed by these specifications shall be guaranteed against any failure in the proper use or operation caused by defective material, workmanship, or design for the full warranty time which is standard with the manufacturer and/or supplier.

3.3. The contractor shall provide a minimum one year warranty on all work performed. A copy of the warranty shall be submitted to the Contracting Officer before final inspection of the facility.

4. WORK CLEARANCE REQUEST AND OTHER PERMITS:

4.1. AF Form 103, Base Civil Engineering Work Clearance Request, which is commonly referred to as a “Digging Permit”. The contractor shall initiate, prepare, and walk-through an AF Form 103, Work Clearance Request 14-28 calendar days prior to any work (especially excavation) activities. Base Civil Engineering will assist the contractor by providing points of contact; however, the responsibility for executing and tracking status of the work clearance request, and coordinating utility markings with the Base Civil Engineer shops and/or other utility companies is solely that of the contractor. The contractor shall compose and provide sketches/drawings/ and dimensioning details showing the specific location of the intended area of work (especially excavation) when requesting an AF 103. The contractor shall physically stake, flag, or demarcate (in accordance with base civil engineer work clearance manager) to define the boundaries of all required utility locates at the location of proposed work. The contractor should allow 10-20 days for processing the work clearance request between the various activities that must coordinate on the request. The contractor shall submit to the CO and provide the Construction Representative with a copy of the completed AF Form 103 with all attached record utility drawings, and shall comply with all instructions for hand excavation and other methods of safeguarding the buried utilities prior to on-site work. The contractor shall take caution within the area 3 feet to either side of a utility pre-identified to the contractor. If the contractor damages any utility within this six-foot boundary, the contractor is responsible for restoring the utility to its original working condition. Work to repair the damaged utility will commence immediately and will continue uninterrupted until the utility is restored. If the damaged utility requires repair by an outside source or someone not in the contractors employ (e.g., someone to repair specialty lines) and the contractor is responsible for the damage; the contractor shall coordinate and schedule persons making repairs and shall furnish prompt payment for the work to such persons. If the contractor damages a utility that was not identified or is not within the 6-foot boundary of the utility marking, the contractor shall notify the CO and Construction Representative to determine the method of repair (i.e., in-house or by contract).

4.2. USAF Welding, Cutting, or Brazing Permit. Prior to any soldering, brazing, torch cutting, or welding, the contractor must obtain a signed AF Form 592, Hot Work Permit, from the base Fire Department, Technical Services element. When any of these activities take place in or near a combustible facility or materials, the contractor shall personally coordinate with the fire department for live fire watch provided by the fire department as they see fit. Contractors must attend Fire Department Task Certification prior to welding, cutting, brazing or open flame work. Contact the Base Fire Department for information.

Contractor must submit a copy of the signed AF Form 592 to the Contracting Officer prior to performing any welding, cutting, brazing or open flame work. All fires are to be reported to the Base Fire Department.

In the event of an emergency, call 911.

4.3. Air Permit Determination for New Emission Sources. Any new air emission source(s) (hoods, volatile substance storage tanks, spray booths, stationary equipment, boilers, furnaces, generators or other similar type items) that are to be constructed/installed are to be evaluated by the Air Program Manager at

01000 - 4 JFSD201710

319 CES/CEAN prior to commencement of construction for determination of air permitting requirements.

In order to gain a determination, equipment specifications and designs shall be submitted to 319 CES/CEAN through the CO prior to start of work.

5. UTILITIES COORDINATION: Utility Interruptions/Outages. The contractor shall perform the work under this contract with a minimum of outage time for all utilities, for any facility or system. The contractor shall make every attempt to schedule any work that requires utility outages which will close down or limit normal activities in the building, construction area, or other affected areas (as determined by the contractor with coordination of engineering project management personnel) at a time other than regular work periods of the organization occupying the facility. Whenever outages occur on weekends, holidays or after normal duty hours, the contractor shall perform the work at such times as pre-coordinated with the user, and the CM/CO. Outage work during non-standard work hours shall be accomplished at no additional cost to the Government.

5.1. Wherever possible, portions of the work that can be accomplished without an outage shall be done prior to actual outage. All materials, equipment, and labor required to facilitate work during an outage shall be on hand before the utility service is interrupted.

5.2. A process has been established by 319 CES for scheduling and notifications regarding all utility outages. The contractor shall personally coordinate all utility outages with the affected facility users, and the Base Civil Engineering Operations Flight shops that oversees/controls the system(s.) The contractor shall provide all pertinent outage details to the Construction Representative (CR). Coordination information provided by the contractor is critical for the Government’s internal outage notifications. The contractor shall submit requests for utility outages a minimum of ten (10) working days prior to commencing work. The contractor must receive approval from the CO and/or CR before interrupting utilities. Any disruption of utilities service to the military family housing area shall include coordination with the base housing office. This coordination shall be the responsibility of the contractor. The contractor is responsible for shutting down the utility using his own workforce or by requesting the shutdown from the utility company (or Civil Engineer Shop) responsible for the service. Typically, the civil engineer shop having jurisdiction will shutdown the primary utility. Once work begins on an approved outage, work must continue without interruption until utility services to the affected line(s) and/or facility are restored. Exceptions require pre-approval from the CO/CR.

5.3. Procedure. Control of the base electrical system is the responsibility of the Base Utility Superintendent (Bldg 411). All switching of electrical equipment/circuits must be approved by the base Utility Superintendent or his authorized representative. Work on de-energized high voltage lines or equipment is not permitted until the Base Utility Superintendent or his authorized representative has issued a safe clearance procedure to the Contractor Superintendent in accordance with AFI 32-1064, 29 Dec 2016 (a copy is available upon request).

5.4. Communications Utilities (Telephone, Fiber Optic, Cable T.V.). The contractor shall not disturb communication wiring to base infrastructure. Where such work requires removal of existing, or reconfiguration of existing to accomplish the work involved; the contractor shall coordinate with the Communications Squadron prior to actual work, to determine the scope of effort and gain authority from the Communications Squadron to work on communications systems. The contractor shall allow for the accomplishment of such removals by the telephone company or communications personnel for the systems they service. If construction activities damage communication equipment or wiring, the contractor shall restore services as soon as possible, but no later than 24 hours, and at no cost to the government.

01000 - 5 JFSD201710

5.5. Excavating Around or Locating Existing Utilities. Prior to the start of work, the contractor shall identify and locate all valve or utility shut-off locations for use in the event of accidental damage. To preclude accidental damage, the contractor shall locate all known utilities (i.e., communication, natural gas, fuel supply, water, power, etc.) by hand digging or hydro-excavating prior to any excavation with other power equipment. The contractor shall note any utilities discovered during excavations that are missing or incorrectly represented on the AF Form 103 and it’s attachments, the contract drawings (including any erroneous dimensions on government record drawings), or those utilities staked by the user; and clearly identify those discoveries on project as-built drawings.

5.6. Existing Utilities/Job Site Verification. Record drawings (as-builts) showing existing facilities and underground utilities are available to the contractor through the Base Civil Engineer Drafting Office, and Operations Customer Service. The government does not guarantee the accuracy or adequacy of existing as-built/record drawings. The contractor is responsible for field verifying all dimensions and actual conditions when developing individual delivery order proposals. Failure to verify the dimensions and locations will be at the contractor’s risk and shall not relieve the contractor from accomplishing the work required by the contract at the price awarded by the government. The contractor shall immediately repair any utility lines shown on a record drawing (or made known to the contractor via ground marking) and damaged during construction work at no cost to the government. Prior to digging, the contractor shall review available drawings and located utilities to determine if all utilities on the drawings have been located. Should the drawings indicate the existence of an underground utility, but there are no markings to indicate the utility has been located, the contractor shall verify all locates are completed prior to below grade excavations.

6. FIRE REGULATIONS: Compliance with local, Air Force, and NFPA 241 (Safeguarding Building Construction and Building Operation) regulations are mandatory. Fire extinguishers rated and approved by the National Fire Protection Association; of sufficient size, type, and quantity to cope with all known hazards, will be available and provided by the contractor during the execution of this contract.

6.1 The primary contractor is responsible to have personnel properly trained in safe welding, cutting, open flame operations and specific requirements of AFOSH Standard 91-5 and CFR 1910 252. This individual shall be certified in writing, by the installation Fire Department to issue the AF Form 592 for the duration of the contract. It shall be the responsibility of the primary contractor to coordinate all certification training instruction with the installation Fire Department.

6.2. Fire Protection, Detection, or Suppression Systems: Established systems (below grade fire protection lines) in the work areas shall remain operational to the maximum extent possible. Systems in areas unaffected by this contract shall remain operational throughout contract duration. Interruption (disconnection) of systems shall be coordinated (7) seven days in advance with the Contracting Officer and the Base Fire Department.

7. CONTRACTOR USE OF PREMISES:

7.1. GENERAL: The government will not provide a lot on Grand Forks Air Force Base for contractor use.

7.1.1. Storage Area: All contractor storage shall be located in an area located inside the boundary of project site and will be properly screened and secured. Indoor storage areas are not guaranteed by the government, and there are no alternate storage areas on base. The contractor may store materials and trailers off base at his/her own expense.

01000 - 6 JFSD201710

7.1.2. A visually acceptable site at Grand Forks Air Force Base is an important construction standard.

The storage sites made available on the work site shall be properly screened from the public view, kept clean, and secured by the contractor at his/her expense. A safe and visually acceptable (neat, clean, free of rubbish) construction or work site at Grand Forks AFB is an important construction standard and will be enforced. The contractor shall maintain trailers and portable storage containers in good condition or must remove them. The exterior appearance of such items shall be in accordance with base color standards (Light Brown SW6093, Linen White SW6119, Medium Brown SW 6067, and Dark Bronze SW 6006). The contractor is solely responsible for the security of his/her property and general housekeeping of the project area(s). This includes, but not limited to, vegetation (weed control) and height maintenance to base standards, daily trash and refuse debris collection and containerization, and construction materials stacked, neatly palletized or in enclosed trailers.

7.1.3. The government will provide utilities (water, and electricity) for project work areas when available. The government will NOT modify points of distribution to accommodate contractor project activities. The contractor may modify points of distribution at his/her expense with prior approval from the CO. The government will not provide utilities solely for construction heating purposes (example-heating of concrete for cold weather application). At remote project work areas where no utilities are available, the contractor shall furnish his/her own utility services.

7.1.4. When an onsite water source is required and the only reasonable option, the government will furnish water from a fire hydrant or an adjacent facilities point of distribution selected by the Base Civil Engineer with coordination through the Base Fire Dept and the Contracting Officer (CO). The contractor shall provide and install the proper backflow prevention device, valve and hydrant wrench. The contractor shall be liable for any damage caused to government property resulting from improper operation of the fire hydrant.

7.1.5. Contractor personnel may use existing toilet facilities if available on the premises and approved by the facility occupants (except in base housing) unless otherwise instructed by the CO or his/her designated representative. At construction sites where toilet facilities are not readily available, the contractor shall provide his/her own chemical sanitary toilets. The contractor shall service the chemical toilets regularly subject to government inspection by the base medical officer. The contractor shall correct all identified sanitary deficiencies within 24 hours of inspection.

7.1.6. Not Used

7.1.7. Powder-actuated tools: The contractor shall comply with the OSHA Standard 1926.302(e) when utilizing powder-actuated tools. On the installation, the contractor shall store explosive cartridges in metal containers and limit the quantity to one day’s supply. The contractor shall provide adequate controls to prevent loss/theft of cartridges used and stored on the installation.

7.1.8. Severe Weather. The contractor shall develop and be prepared to implement procedures to evacuate and/or protect people and facilities under his/her control in the event of severe weather. These procedures will include provisions for securing or repositioning of equipment. The contractor shall notify the CO of any evacuation procedures. Upon receipt of a severe weather warning, the following sequence of actions will occur.

7.1.8.1. The CO or his/her representative will instruct the contractor of the severe weather warning.

7.1.8.2. The contractor shall take immediate action to tie down, remove, protect, or secure his/her materials and equipment to the satisfaction of the Air Force construction representative providing reasonable assurance that the severe weather will not damage government property. If the contractor fails

01000 - 7 JFSD201710

to secure materials and equipment and it become a hazard, Air Force personnel may accomplish the work and potential charges to the contractor may result thereof.

7.1.9. To prevent outside intrusion into a work area, at the end of each day the contractor shall close up each and every exterior fence or security barrier (as applicable) resulting from work. Closure(s) shall remain in place when the contractor is not actively working on the site(s), including each and every day, night, weekends, and holidays to sustain in-place security. Temporary closure(s) shall be constructed of same material as originally removed and anchored in place if necessary, or similar construction as approved by the base civil engineer through the CO.

7.1.10. Access Roads. In accordance with Dirt and Dust Control contained herein, and as required (minimum at the end of each day), the contractor shall inspect for and clear all mud, dirt, debris, foreign objects, or spills of any kind from the contractor’s operations (including subcontractors and suppliers) on streets and parking lots used as access to the work or staging areas. The contractor shall ensure all taxiways, runways, parking aprons and hard surfaces in or around the airfield, used to access the work or staging areas, remain clean at all times.

7.1.11. Contractor Generated Refuse. Prior to completion of the work each day, the contractor shall handle, transport, store, and dispose of all waste materials and rubbish generated by any work under this contract. If the contractor temporarily stores waste material or rubbish in a dumpster controlled by the contractor, the contractor shall secure the dumpster in such a manner that prevents unauthorized use.

Unsecured and unattended dumpsters collect stray refuse from other than contract operations. To avoid this, the contractor shall secure the dumpster during non-working times, and post signs (if necessary) on the dumpster(s) noting it as NOT FOR PUBLIC USE. On a regular (minimum weekly basis), the contractor shall remove and dispose of any waste or excess material, resulting from any contract requirement, off base at no expense to the government. The contractor shall dispose of such materials in accordance with applicable federal, state, or local laws, ordinance or regulations. Trucks for hauling refuse and waste materials shall have tight fitting covers to prevent spillage on roadways. The contractor shall use designated haul routes as agreed upon in pre-delivery order discussions for each project.

7.1.12. Excavations: The government will not allow piles of soil to reside in the work area for unreasonable amounts of time. The contractor shall backfill all excavations, for whatever purpose, within one week or gain approval to have excavations remain open longer by the CM through the CO. The contractor shall temporarily repair road cuts with cold patch asphalt to assure a smooth transition until accomplishing final patching. Fugitive materials that are being be carried by traffic away from the work site shall be clean on a daily basis. For all disturbances to grounds, the contractor shall complete final grading within one week of the disturbance/backfilling. The contractor shall complete final landscaping or seeding within acceptable recognized planting seasons of the GFAFB local area, and/or the nursery of origin written recommendations for subject plantings.

7.1.13. Screening: The contractor shall install visual screening outside the construction site to maintain a neat appearance as required by the individual task order.

7.1.14. Not Used.

7.1.15. Work requested of the contractor may include removal and/or dumping of contaminated soils.

Contaminated soils are defined as “soils that contain non-hazardous materials such as aircraft fuel, heating fuel oil, solvents, and other materials as identified by the base environmental coordinator.” The contractor shall report any material suspected of containing contaminants to the CO or his/her designated representative. If contaminated soils are discovered the contractor shall NOT use the contaminated soil/debris for backfill or removed from the base without written approval from the CO, or his/her

01000 - 8 JFSD201710

designated representative. The contractor shall store this soil on an impervious liner, compatible with the contaminant, and covered with the same impervious material. These contaminants shall be tested by the contractor and coordinated with the applicable base environmental program manager (319 CEAN) as necessary. After determining the soil status, the contractor may move the soil as directed by the 319 CEAN through the CO or the appropriate agency (ND State Health Dept, EPA).

7.1.16. Excavation in areas designated as “wet lands” is strictly prohibited. 319 CES/CEAN has the most recent inventory and location of wet lands. Prior to planning work the contractor shall coordinate excavation activities with 319 CES/CEAN to avoid wet land conflicts. Should this type of excavation be required, the requirement will be identified in these contract documents and the contractor shall be required to coordinated to ensure the proper wet land excavation permits (Army Corp of Engineers Section 404) through 319 CES/CEAN are obtained prior to work. NOTE Section 404 process may take months to gain the proper permissions to proceed with wetlands associated work. Any contractor disturbance of a wetland prior to coordination and gaining permission shall be subject to penalties under the laws of the EPA, and State of ND. The contractor shall be liable for penalties and restoration actions imposed by the EPA, State of ND, or Grand Forks AFB through CO determination.

7.1.17. The contractor shall handle and store hazardous materials only in areas approved by the agency responsible for the specific material (i.e., fire department, environmental element, etc.), and comply with the contractor’s approved, and the bases Spill Prevention and Countermeasures Plan (319 CES/CEAN:

POC). The contractor shall report any spill of oil or hazardous material to the civil engineer service call desk, and take every reasonable precaution to prevent/contain the spillage of oil or other hazardous substances.

7.1.18. The contractor shall control the disposal of fuels, oils, bitumen’s, calcium chloride, acids, or harmful materials, both on and off government premises and shall comply with applicable federal, state, county, and municipal laws concerning pollution of rivers and streams while per-forming work under this contract. The contractor shall NOT dispose of any waste or residual material on the ground or in any storm sewer or drainage system. The contractor shall take special measures to prevent chemicals, fuels, oils, greases, bituminous materials, herbicides, and insecticides from entering public waters. Do not allow water used in on-site material processing, concrete curing, foundation and concrete clean-up, and other waste waters to reenter a stream if an increase in the turbidity of the stream could result.

7.1.19. The contractor shall limit emissions of organic solvents into the atmosphere. This rule applies to use, clean-up, and disposal of organic, photo chemically reactive, and non-photo chemically reactive solvents and materials containing these solvents.

7.1.20. The contractor shall limit the quantity of volatile organic compounds in exterior paint coatings.

This applies to any coatings applied to stationary structures and their appurtenances, pavements, and curbs.

7.1.21. The contractor shall NOT use paints or coatings containing lead in excess of 0.06 percent by weight of total non-volatile content in accordance with Title 16 of the Code of Federal Regulations, Part 1303. Pavement paints or coatings within reach of children in housing, recreation, and public areas shall have zero lead content.

7.1.22. The contractor shall deliver all items indicated on the drawings or in the specifications containing PCBs and all oil-cooled transformers removed from service for disposal to a storage area on base as directed by the environmental coordinator through the CO. If equipment labels or catalog data does not specify composition, the contractor shall have all electrical equipment cooling liquid tested by a certified laboratory to determine if PCB is present. Drain and properly contain oil from transformers, and flush the

01000 - 9 JFSD201710

system to the required level. Clean, seal, and label all drums. Include an original of the certified report to the environmental coordinator. New electric equipment shall not contain PCBs, shall be certified to this effect, and shall be stamped or labeled “NO PCB.”

7.1.23. Noise Control. The contractor shall comply with all applicable state and local laws, ordinances, and regulations relative to noise control.

7.1.24. Recording and Preserving Historical and Archaeological Finds. The contractor shall instruct all employees and subcontractors to carefully preserve all items having any apparent historical or archaeological interest discovered in the course of any construction activities. The contractor shall leave the archaeological find undisturbed and shall immediately report the find to the CO for reporting to the proper authorities.

7.1.25. Vehicle Control. The contractor shall NOT park or run vehicles on grass areas for shortcuts, and or convenience. Only equipment required in direct performance of work will be permitted to enter grass areas. The contractor shall repair or replace any damage done to lawns or shrubs caused by construction equipment or related project activities. Contractor personnel shall load all loose debris on trucks leaving the site in a manner that will prevent dropping materials on streets, and conform to local ordinances.

Fasten suitable cover such as a tarpaulin over the load before entering surrounding streets. The contractor shall promptly clean up any materials that falls from trucks. The use of cell phones is prohibited on Grand Forks AFB while operating a motorized vehicle. Seat belts are required at all time while driving a vehicle. Base speed limits are strictly enforced, and violation(s) may result in suspended base driving privileges.

7.1.26. Equipment Condition. Equipment and vehicles used on base shall be safe and in good operating condition. The contracting officer (CO), CM, Base Safety, or designated representative, reserves the right to inspect any on-base equipment and reject such equipment if he/she considers it unsafe, in poor operating condition, or inappropriate for the work being performed.

7.1.27. Government Furnished Equipment. As a rule, the government will NOT furnish equipment/materials (GFE/GFM) except for equipment specified in the solicitation/RFP or elsewhere in these specifications. However, the government reserves the right to provide GFE/GFM for use on any delivery order. In such cases the delivery order shall contain, Schedule D, Schedule of Government Furnished Property listing GFE/GFM that pertain to the project. The contractor shall transport all GRE/GFM, if any, described on each delivery order from the government storage area to the work site indicated on the delivery order. Once GFE/GFM is released to the contractor for transportation to the project site, the contractor shall assume the risk and responsibility for the loss or damage to GFE/GFM.

The contractor shall follow the instructions of the CO or his/her authorized representative regarding the disposition of GFE/GFM not consumed in performance of this contract.

7.2. PLANS

7.2.1. Project Site Plan: Prior to starting the work, the contractor shall submit an individual Site Plan through CO to the Construction Manager for approval showing the layout and details of all pertinent attributes used for the project. The base approval authority, normally the Construction Manager and/or Base Civil Engineer, will approve the plan prior to on-site activities. The plan shall include the location of the safety and construction fences, location of all site trailers, equipment and material storage area, construction entrances, trash dumpster locations, temporary sanitary facilities, and worker/construction vehicle parking areas. Overhead site diagrams, and or photographs prior to the start of work may be included with the plan. The CM can provide overhead site photographs to assist the contractor in completion of the project site plan. All areas which may have potential to the tracking of earthen

01000 - 10 JFSD201710

materials shall also be identified. The contractor shall also indicate if the use of a supplemental or other staging area is desired. At completion of work, the contractor shall remove the temporary facilities and restore the site to the original, pre-work condition.

7.2.2. Dirt and Dust Control Plan: As part of the project site plan, or as an individual plan the contractor shall identify and submit for approval truck and material haul routes leading from the base entry point to the work site. This plan shall include details for controlling fugitive dust, dirt, debris, and rubbish generated on established base haul route/roadway caused by construction activities. As a minimum, the plan shall identify the contractor’s equipment utilized for cleaning along the haul route and measures to prevent and reduce dirt, dust, and debris from being deposited and dispersed along roadways. The plan shall also include frequency of maintenance/cleaning.

7.2.3. Health & Safety Plan: The contractor shall submit a complete health and safety plan for the proposed work. Plan/Program shall be in compliance with EM 385-1-1, OSHA, 29 CFR 1910, and other occupational health and safety requirements of the contract. Plan shall provide a detail description of procedures to comply with health and safety requirements.

7.3. CONTRACTOR’S TEMPORARY FACILITIES

7.3.1. Administrative Field Offices: Contractor's administrative field office shall be in good to new condition, and the exterior color must adhere to base standard color standards as stated previously in this section. Locations, if granted, shall be pre-approved by the CM/Base Civil Engineer through the CO.

Storage of material/debris under the trailers is prohibited. Power and water will be provided by the government in reasonable quantities, and if they are reasonably available within proximity of the approved location. Connections to existing government utilities shall be made by the contractor at no expense to the government. Modification of existing points of distribution from existing government infrastructure shall be approved prior to, and performed by the contractor at no expense to the government. Communication lines and service will not be provided by the government. The contractor shall utilize available commercial services in the area as necessary. The duration of such field office presence will be determined by the government upon request of the contractor.

7.3.2. Dumpsters: Dumpsters shall be painted dark bronze SW6006 and equipped with secure covers.

The cover shall be closed at all times, except when being loaded with trash and debris. Locate dumpsters behind the construction fence or out of the public view. Empty site dumpsters when they become 90% of full capacity, or as needed to allow full closure of the covers. All other exterior trash containers shall be dark bronze SW6006 utilized in the construct site area. Locate the trash containers behind the construction fence or out of the public view. Empty trash containers as required to prevent over filling.

Large demolition normally requires a large dumpster without lids-these are acceptable but shall not have debris higher than the sides before emptying. Ensure mandated recyclable material (paper, glass, and cardboard, etc) is collected and taken to the recycling center at Bldg 672.

7.3.3. Temporary Sanitation Facilities: All temporary sewer and sanitation facilities shall be self-contained units with both urinals and stool capabilities. Ventilate the units to control odors and fumes and empty and clean them at least once a week or more often if required by the Contracting Officer. The doors shall be self-closing. The exterior of the unit will match the base standards (Ref 7.1.2 this section), unless the facility is behind the construction fence or out of the public view.

7.3.4. Construction Site Maintenance, Safety Fence, and Construction Fence:

7.3.4.1. The construction site must be kept neat, clean, and free of debris. Clean up shall be performed at the end of each work day in conjunction with a complete general clean up at the end of the project. Cut

01000 - 11 JFSD201710

grass (to include weeds) within the construction and storage sites to maintain a maximum height of 4 inch or less. Trim grass around fences and other obstructions where a mower cannot reach. Grass and/or weeds allowed to grow on stockpiled earth are not acceptable at any height. Contractor identification signs are not required, however if the contractor chooses to erect signs at construction sites, they will be in compliance with base requirements and color scheme and approved by the CM/Base Civil Engineer before being erected.

7.3.4.2. The contractor shall also provide a temporary safety fence (with gates as applicable) and warning signs at the construction site prior to the start of work to protect the public from construction activities.

The contractor shall provide a site plan of all proposed fence, barrier, gate locations, and seek approval from CM/Base Civil Engineer before erection. The safety fence will match the base standard (dark brown) (or bright orange where it protects excavated areas), high density polyethylene grid or approved equal, a minimum of 42 inches high, supported and tightly secured to steel posts located on minimum 10 foot centers. The contractor must remove the fence from the work site upon completion of the contract.

The fence shall be maintained to avoid sagging and a general state of disrepair while it is deployed on the construction site.

7.3.4.3. The contractor shall install fences to isolate construction sites as required by the task/delivery order. The construction fence shall be constructed of galvanized chain-link type metal or approved equal, a minimum of 2.13 m (7 feet) high, supported, and tightly secured to steel posts located on minimum 3 m (10 feet) centers. The construction fence shall be covered with dark brown fabric securely attached to the fence with 1”x2”x6’ wood batten strips on both sides five feet on center for the purpose of obscuring view of the site.

7.3.5. Barricades for Facility Access: The contractor shall furnish, install, and maintain adequate barricades and warning signs to isolate the construction area from other building entrances, and to block direct access to entrances where stoops and steps have been removed, areas with tripping and falling hazards, and/or areas with adjacent construction hazards.

7.3.6. Outdoor Barricades: The contractor shall furnish, install, and maintain adequate barricades, warning signs, and warning lights to isolate outdoor construction areas. The contractor shall identify and barricade all open trenches and excavations at the end of each work day. In the vicinity of traveled ways (pedestrian and vehicular), the contractor shall use flashing barricades with spacing not to exceed 25 feet.

In other areas, the contractor may use unlit barricades, flagging, rope, fences or other suitable means. The contractor shall comply with all pertinent provisions of the Corps of Engineers EM 385-1-1, Safety and Health Requirements Manual, including any revisions.

8. GOVERNMENT FURNISHED SERVICES AND UTILITY AVAILABILITY: All reasonable quantities of utilities (water and electricity) will be made available to the contractor without charge. The Government may not be held responsible for interruptions of utility service and shall not be liable for contractor delays, damages, or increased costs occasioned by any such interruption of service.

8.1. A centrally located water filling station for contractors is located at Facility 537. This is the preferred location to fill water trucks/portable tanks. For more information regarding the filling station, contact the designated construction representative.

8.2. Refuse Collection: The contractor is responsible for disposing of construction debris and contractor-generated refuse at construction sites safely and properly in accordance with this section.

8.3. Insect and Rodent Control: When the contractor detects an insect or rodent problem, he/she shall notify the appropriate facility manager or construction representative for entomology services.

01000 - 12 JFSD201710

8.4. Security Police and Fire Protection: The government will provide security police and fire protection to the extent necessary to ensure a secure and safe construction site.