Atch 1 Specifications.doc

PAGE

Attachment 1, Page 6 of 26

RFP NO.: FA4809-08-R-0005

SEYMOUR JOHNSON

AIR FORCE BASE

NORTH CAROLINA

SPECIFICATIONS

FOR

TABLE OF CONTENTS

SECTION 01000 GENERAL

SECTION 01560 ENVIRONMENTAL PROTECTION

SECTION 02050 DEMOLITION

SECTION 02051 ASBESTOS REMOVAL, CLEANUP & DISPOSAL

SECTION 02222 EARTHWORK

SECTION 02485 TURF

SECTION 02938 SOD

END OF TABLE OF CONTENTS

SECTION 01000

GENERAL

1. SCOPE OF WORK: The work covered by this specification consists of furnishing all plant, labor, equipment and material, and performing all work in connection with the VKAG 07-5012P1/P2, Demolish Military Family Housing Units in strict accordance with the Specifications and drawings and subject to the terms and conditions of this contract.

This work incorporates the asbestos abatement, demolition and removal of housing units in Berkeley Village and Wayne Manor. The addresses to be abated and demolished are on the attached list at the end of this section. The Government’s objective is to accomplish the necessary demolition while minimizing the destruction of trees, bushes, and grassed areas.

2. LOCATION: The work is to be accomplished at Seymour Johnson Air Force Base, Goldsboro, North Carolina. This base is accessible by public highway.

3. WORKWEEK: The contractor shall observe the same regular workweek being observed by the Seymour Johnson AFB Civil Engineering shop forces, which is 8:00 a.m. to 5:00 p.m., Monday through Friday, with Federal holidays excluded. Any deviation from this schedule will require 48 hours advance notice and approval of the Contracting Officer.

4. PRINCIPLE FEATURES:

The demolition work includes all structures (including asbestos abatement) associated with the affected units: houses, carports, fences, driveways, walkways, porches, patios, and landscaping rocks/bricks/borders. It does not include any streets, the aprons connecting the driveways to the streets, or the sidewalks running parallel and adjacent to the streets (except for Wayne Manor). Driveways are to be removed from the carport down to the joint closest to the house side of the sidewalk, leaving the apron intact as an integral part of the sidewalk path (except for Wayne Manor). Any portions of the sidewalks or aprons that are damaged by the Contractor will be replaced by the Contractor at the discretion of the Contracting Officer at no expense to the Government. In Wayne Manor, the contractor shall remove the driveway and apron entirely and install new curb/gutter to match existing. Contractor shall patch asphalt pavement to match existing as required. Contractor shall also install new sidewalk (if existing on that side of the road) to make a continuous walk way. Contractor shall ensure proper drainage of new sidewalks and curb/gutter. Contractor shall obtain an Erosion and Sedimentation Control Permit and the Demolition/Asbestos Permit from the State of North Carolina prior to the start of work. The Demolition permit application will be partially filled out by the government (certified asbestos inspector) and given to the contractor for him to fill out the remaining portion and submit to the State for approval.

4.1 The requirement to isolate the demolition site can be met by using tree protection fencing. There is no requirement to erect chain link fence. Contractor shall fence the entire area of each phase while working in that phase. The fence is not required during the grading and seeding portions of the work. All streets shall be accessible during demolition.

4.2 Trees and shrubbery are to be protected by placing fence at the drip line, (except for instances when the drip line encroaches within the 5-foot line of a unit, in which case the fence shall be placed on the 5-foot line). All trees and shrubbery impeding the demolition of said units (within 5 feet of unit) are to be removed. All others are to be protected.

4.3 Where slabs, footings, pavements, fence posts, etc. are removed, provide topsoil to return the affected area to grade, ensuring the former building sites are brought to a sufficient elevation to prevent ponding. All areas disturbed during the performance of the work, shall be backfilled, compacted, graded, topsoiled and seeded. Contractor shall install centipede sod for all disturbed areas within Wayne Manor only (Berkeley Village shall be seeded). Contractor shall provide erosion and sedimentary control as required. It is the contractor’s responsibility to maintain the seed/sod until fully established.

4.4 Water services and sewer laterals serving the affected units are to be capped at the mains and abandoned in place. Remove/replace sidewalk as required to cap.

4.5 Contractor shall remove aerial service lines back to the pole mounted transformers. *Ensure no interruption of service to neighboring power users.* Any underground electrical utilities (power, cable TV, telephone) are to be disconnected from the buildings at the 5-foot line. Any wires or cable buried less than one foot below grade must be cut and removed from the building to within 5 feet of the building. All electrical utilities beyond the 5 feet line shall be abandoned in place below grade. All wire or cable buried more than one foot below grade shall be cut one foot below grade and abandoned in place. The power and light poles serving the neighborhoods are not part of this work.

4.6 Contractor shall remove/dispose of all mechanical equipment, plumbing fixtures/piping, HVAC items, all electrical, etc as well as the entire structure/foundation at each site. Contractor shall remove/dispose of HVAC freon and mercury (thermostats) in accordance with all environmental regulations. Provide documentation as to its disposal.

4.7 The Contractor is responsible for mowing of grassed areas within their demolition fence until seed/sod is established.

4.8 The work can be sequenced such that the driveways are the last item removed in each phase. The Contractor will be allowed to perform the driveway work (removal, backfill, grading, and seeding) from the roadside with the demolition fence removed. The removal of the demolition fence does not alleviate the Contractor’s responsibility for safety, site security, or protection of trees and shrubs in the vicinity of the driveway removal.

4.9 The work for each phase will be closed-out when the demolition work has been completed, and the sites have been sufficiently graded/seeded (or sodded in Wayne Manor) and approved by the Government. It is the contractor’s responsibility to ensure the disturbed areas provide sufficient drainage. If ponding occurs, it will be the contractor’s responsibility to repair area to drain.

4.10 Lead-based paint test results for the units are not available. Contractor should be aware due to the period of construction for the facilities (circa 1958), lead-based and/or lead-containing paint can be anticipated. Contractor shall comply with all OSHA, federal, and state regulations for the removal and disposal of lead-based and/or lead-containing paint to include work safety precautions.

5. HAUL ROUTES: The Contractor shall use the haul routes indicated on the plans.

6. DISPOSITION OF NONSALVABLE MATERIALS: All non-salvable or unusable material shall be disposed of off base as directed by the Contracting Officer. All waste material generated by any work under this contract shall be handled, transported, stored, and disposed of off base, by the Contractor, in accordance with all applicable federal, state, or local laws, ordinances, regulations, court orders, or other types of rules or rulings having the effect of law.

7. DISPOSITION OF SALVAGEABLE MATERIALS: There is no salvageable material anticipated for this contract.

8. SUBMITTALS REQUIRED: Required submittals are listed on AF Form 66.

9. BASE CIVIL ENGINEERING WORK CLEARANCE REQUEST, AF FORM 103: The Contractor shall obtain AF Form 103, Base Civil Engineering Work Clearance Request, prior to work commencement from the Contract Management Section in Bldg 3300, 1095 Peterson Avenue. Upon receipt of an AF Form 103, the Contractor shall be responsible for locating all underground utilities. Utilities include, but are not limited to electric, water, sewer, steam, communication, telephone, fiber optic, cathodic protection, cable television, fuel lines, and natural gas. Historical drawings, as-built drawings, and topographic drawings, the accuracy of which the government does not guarantee, are available for research and review at the 4th Civil Engineer Squadron, Design element located in Building 3300. The contractor shall promptly repair/replace contractor damaged utilities at no additional cost to the Government. The repair/replacement shall be accomplished in a manner that is acceptable to and approved by the Government.

10. SAFETY: All safety requirements of the U.S. Army Corps of Engineers Safety Manual 385-1-1 dated 3 November 2003 will be strictly adhered to as related to all work covered under these specifications.

11. MATERIALS CONTAINING ASBESTOS: In the event the Contractor discovers materials suspected of containing asbestos that is not identified to be removed in the plans and specifications, the Contractor shall notify the Contracting Officer. The Contractor’s work shall proceed unless the materials suspected of containing asbestos are damaged or disturbed. Any suspected materials damaged or disturbed by the Contractor without permission from the Contracting Officer shall be removed by the Contractor at his expense IAW all applicable Federal, State, and local laws, ordinances, regulations, court orders, or other types of rules or rulings having the effect of law.

12. LABELING OF STORAGE DRUMS: All 55 gallon or larger drums brought on base for use under this contract and containing new material or used for storage of waste materials or hazardous waste must be labeled with a Department of Transportation (DOT) Proper Shipping Name, DOT Hazardous Identification Number, the Contractor’s name, a Contractor representative, and the Contractor’s telephone number. Label lettering should have a minimum height of one half inch painted in white paint or other color that is in contrast with the color of the drum. The label should be sufficiently durable to equal or exceed the life (including storage and disposal) of the drum.

13. CONTRACTOR STORAGE TRAILER(S) AND BUILDING(S): The Contractor shall place or paint a sign on all of his storage trailer(s) and building(s) used on this contract. At a minimum, the sign shall contain the name of the Contractor and a telephone number at which the Contractor can be reached. The trailer(s) and building(s) shall be complete with gates and/or doors which can be locked. Only material for this project shall be stored in the trailer(s) or building(s). The Contractor shall remove the storage trailer(s) or building(s) within 30 days after completion of the contract and prior to submitting his final invoice. The area around the storage trailer(s) and building(s) shall be kept clean. This includes the mowing of grass during the growing season. The lawn mower shall be supplied by the Contractor.

13.1 The Contractor will be given a lot in the Contractor Storage Area for the life of the contract. The Contractor’s progress schedule shall include a line item (equal to 1%) for final cleanup of this storage lot. Final payment will not be made until this final cleanup is performed by the Contractor and accepted by Seymour Johnson AFB.

14. CONSTRAINTS:

14.1 Construction site is located within the Military Family Housing area and all personnel and subcontractor personnel shall provide and display an identification tag showing picture, name of company they represent, and their social security number. This identification shall be visible at all times. All vehicles operated by the contractor or subcontractors shall have visible identification showing name of represented company.

14.2 In the Phase 1A area, the contractor should expect that pavement, curb/gutter, and sidewalks on Fechet Street between Chanute Road and Chandler Road and on Lufberry Drive between Chanute Road and Kenly Road as well as on Chanute Road between Lufberry Drive and Fechet Street will not be present. It will have been demolished and graded by a separate contract.

15. PHASING:

15.1 The period designated for material submittals, permit acquisition, and delivery shall be 120 days from the issuance of the notice to proceed. No on site work shall be performed during this period.

15.2 Following the 120 day submittal period, the contractor shall start on-site work on phase P1A and go sequentially through all of P1 (P1A then P1B then P1C, then P1D). The contractor shall then go to phase P2A. Each phase will have a performance period of 60 days with the exception of P2A which will have a performance period of 165 days. The contractor shall not proceed to the next phase until the previous phase is complete and accepted by the government. Under no circumstances will the contractor be allowed to proceed to the next phase prior to the expiration of the performance period allotted for on-site work of the previous phase. If Option 1 is awarded, an additional 60 days shall be added to the overall performance period. If Option 2 is awarded, an additional 60 days shall be added to the overall performance period. If awarded, options will be awarded within 90 days of contract award. If one or both options are awarded, they will be accomplished following phase P2A.

Address List

VKAG 07-5012P1/P2

Demo MFH Units

MARCH LANE

402A, 404A, 406A, 408A

SQUIER AVENUE

500B, 502B

CHANDLER ROAD

400B, 402A, 404A, 406A, 408A, 410A, 412A, 414A, 416A, 418A, 420A, 422B, 500B, 501B, 502A, 503B, 504B, 505A, 506A, 507A, 508A, 509A, 510A, 511A, 512A, 513A, 514A, 515A, 516A, 517A, 518A, 519A, 520A, 521A, 522A, 523A, 524B, 525A, 600B, 602B, 700B, 701B, 702A, 704A

BOLLING DRIVE

401A, 403A, 405A, 407A, 409A, 411A, 413A, 415A, 417A, 419A, 421A, 423A, 500B, 501B, 502B, 503B, 504B, 505B, 507B, 509B, 510B, 511B, 512B, 513B, 514B, 515B, 516B, 517B, 518B, 519B, 520B, 521B, 522B, 523B, 524B, 525B, 528B, 700B, 701B, 702B, 703B, 704B, 705B, 706B, 708B, 710B, 712B, 714B, 716B, 718B, 720B, 722B, 724B, 726B

KENLY ROAD

402B, 500B, 501B, 502B, 503A, 600B, 602B, 700B, 702A, 704A, 706A, 708A, 710B, 712B

LUFBERY DRIVE

501A, 503A, 505A, 507A, 509A, 511A, 513B, 515B, 701B, 702B, 703A, 704B, 705B, 706B, 707B, 708B, 709B, 710B, 711A, 712B, 713B, 714B, 715B, 716B, 717A, 718B, 719A, 720B, 721B, 723B, 801B, 802B, 803B, 804B, 805B, 806B, 807B, 808B, 809B, 810A, 811B, 812A, 813A, 814B, 815A, 816B, 817B, 819A, 820B, 821B, 822B, 823B, 824B, 825B, 826B, 827B, 828B, 829B, 830B, 831B, 832B, 833A, 834B, 835A, 836B, 837B, 838B, 839A, 841B, 843B

CHANUTE ROAD

601B, 603B

FETCHET STREET

602A, 604A, 606A, 608B, 610B, 612B, 614B, 616A, 618B, 620B, 622B, 624B, 626B, 628B, 630B, 700B, 701B, 702B, 703B, 704B, 705B, 706B, 707B, 708A, 709B, 710B, 711B, 712B, 713A, 715A, 717B, 719B, 720B, 722B, 800B, 801B, 802B, 803B, 804A, 805B, 806B, 807B, 900B, 901B, 902B, 903A

PAINE STREET

701A, 703A, 705A, 706B, 708A

WESTOVER DRIVE

501B, 502B, 503B, 504A, 505B, 507B, 509B, 601B, 603B, 604A, 605A, 606A, 607A, 608A, 609B, 610A, 701A, 702A, 703A

STALLINGS STREET

201EM2, 203EM2, 216EM2, 218EM2

REAM STREET

100EM2, 101EM4A, 102EM2, 103EM4A, 300EM2, 302EM2

LOWERY STREET

101EM3, 103EM3, 109EM2, 111EM2, 141EM2, 143EM2, 144EM2, 146EM2, 148EM4A, 150EM4A

TYNDAL STREET

101EM3, 103EM3, 105EM3, 107EM3

BIGGS STREET

117EM4, 119EM4

** The letter after the address indicates the type of unit. Type A and C units are 2 bedroom and type B and D units are 3 bedroom. EM2, 3, 4 are 2, 3 ,4 bedroom units respectively.

END OF SECTION 01000

SECTION 01560

ENVIRONMENTAL PROTECTION

1.

DEFINITIONS:

1.1 Oil: Any kind of oil in any form, including, but not limited to: fats, oils, or greases of animal, fish, or marine mammal origin; vegetable oils, including oils from seeds, nuts, fruits, or kernels; and, other oils and greases, including petroleum, fuel oil, sludge, synthetic oils, mineral oils, oil refuse, or oil mixed with wastes other than dredged spoil.

1.2 Hazardous Material (HAZMAT): Includes all items (including medical supply items, but excluding drugs in their finished form and pharmaceuticals in individually-issued items) covered under Emergency Planning & Community Right-To-Know Act (or other host nation, federal, state, or local) tracking requirement, the OSHA HAZCOM Standard, and all Class I and Class II Ozone Depleting Substances.

2.

ENVIRONMENTAL PROTECTION REQUIREMENTS: Provide and maintain during the life of the contract, environmental protection as defined herein. Provide environmental protection measures as required to control pollution that develops during normal construction practice. Provide environmental protective measures required to correct conditions that develop during the construction of permanent or temporary environmental features associated with the project. Comply with all federal, state, and local regulations pertaining to environmental requirements. Develop proposals for an environmental protection plan for the project and, prior to the commencement of the work, meet with the Contracting Officer and discuss the proposed environmental protection plan. The meeting shall develop mutual understanding relative to details of environmental protection, including measures for protecting natural resources, required reports, and measures to be taken should the Contractor fail to provide adequate protection in a timely manner. Perform a preconstruction survey of the project site and take photographs as necessary to enhance the survey.

3.

ENVIRONMENTAL MANAGEMENT SYSTEM – Seymour Johnson AFB has an Environmental Management System in place. The Contractor shall support and comply with the Environmental Management System operational and administrative requirements. The contractor and all associated employees shall maintain an awareness of potential environmental impacts associated with the duties they are performing. Actions must be taken to minimize those environmental impacts during any service, design and/or construction activity. The Contractor and all appropriate personnel shall complete Environmental Management System awareness training and ensure all employees working on SJAFB are knowledgeable of EMS policies and procedures. An Executive Summary of Seymour Johnson’s EMS shall be provided to the contractor. EMS awareness training is available to contract personnel at the following Air Force sponsored training site: http://esohtn.com. The contractor shall provide written certification of training completion to the Contracting Officer within 30 days of contract start up.

4.

PROTECTION OF NATURAL RESOURCES: The natural resources within the project boundaries and outside the limits of permanent work performed under this contract shall be preserved in their existing condition or restored to an equivalent or improved condition upon completion of the work.

4.1 Land Resources: Except in areas indicated to be cleared, do not remove, cut, deface, injure, or destroy trees or shrubs without special permission from the Contracting Officer. Do not fasten or attach ropes, cables, or guys to any existing trees for anchorages unless specifically authorized. Where such special emergency use is authorized, the Contractor shall be responsible for any resultant damage.

4.1.1 Protection: Protect existing trees which are to remain and which may be injured, bruised, defaced, or other wise damaged by construction operations.

4.1.2 Repair or Restoration: Repair or restore to their original condition all trees or other landscape features scarred or damaged by the equipment or operations. Obtain approval of the repair or restoration from the Contracting Officer prior to its initiation.

4.1.3 Temporary Construction: Obliterate all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, and all other vestiges of construction. Temporary roads, materials, and all other vestiges of construction. Temporary roads, parking areas, and similar temporary use areas shall be graded in conformance with surrounding areas, tilled, and seeded. Include topsoil of nutriment during the seeding operation as necessary to reestablish a suitable stand of grass. The seeding operation shall be as specified in Section 02485.

4.2 Fish and Wildlife Resources: During the performance of the work take such steps as required to prevent interference or disturbance to fish and wildlife. Do not alter water flows or otherwise significantly disturb native habitat adjacent to the project area which are critical to fish and wildlife except as may be indicated or specified.

5.

EROSION AND SEDIMENT CONTROL MEASURES: If the work associated with this project disturbs more than one acre of land, the contractor shall follow all requirements set forth in North Carolina General Statute 143-215.1, Permit No. NCG010000. This includes but is not limited to the design/application of an erosion and sedimentation control plan, paying the associated fee, the proper control of the Certificate of Approval (granted by NCDENR), implementation of the plan, and all the inspection type requirements during the actual construction period along with the proper documentation. These required documents shall be provided and made available to appropriate government personnel. At least one copy of each NOI, NPDES Permit, SWPPP PLAN, Certificate of Approval, and Certificate of Termination Document shall be given to the 4 CES/CEV Office.

5.1 If the work associated with this project disturbs less than one acre of land, the contractor shall provide properly and adequately designed/implemented erosion and sedimentation control practices as to not contribute pollution to the base’s regulated storm water discharges. This includes but is not limited to protection of storm drains, ditches, or other waters of the State from sedimentation runoff; and controlling disposal of discarded building materials, concrete truck washout, chemicals, litter, and sanitary wastes at the construction sites that may cause adverse impacts to water quality.

5.1.1 Burn-off: Burn-off of ground cover is not permitted.

6.

CONTROL AND DISPOSAL OF SOLID, CHEMICAL, AND SANITARY WASTES: Pick up solid wastes and place in containers which are emptied by the contractor on a regular schedule. The preparation, cooking, and disposing of food are strictly prohibited on the project site. Conduct handling and disposal of wastes to prevent contamination of the site and other areas. On completion, leave areas clean and natural looking. Obliterate signs of temporary construction and activities incidental to construction of the permanent work in place.

6.1 Removal from Government Property: Remove rubbish and debris from Government property and dispose of it in compliance with federal, state, and local requirements.

6.2 Chemical Waste: Store chemical waste in corrosion resistant containers labeled to identify type of waste, date filled, and contractor name. Remove containers from the project site, and dispose of chemical waste in accordance with federal, state, and local regulations. Chemical waste has the potential to become hazardous waste. The contractor shall conduct sample analysis sufficient to determine if the waste is a hazardous waste as defined in 40 CFR Part 261. Any waste meeting the definition of hazardous shall be accumulated and manifested in accordance with federal, state, and local regulations and coordinated with the 4 CES/CEV office. The contractor shall notify the Contracting Officer immediately in the event of any chemical waste spill.

6.3 Petroleum Products: Conduct fueling and lubricating of equipment and motor vehicles in a manner that affords the maximum protection against spills and evaporation. Dispose of lubricants to be discarded and excess oil in accordance with approved procedures meeting federal, state, and local regulations.

7.

DUST CONTROL: Keep dust down at all times, including non-working hours, weekends, and holidays. Sprinkle or treat, with dust suppressors, the soil at the site, haul roads, and other areas disturbed by operations. No dry power brooming is permitted. Instead use vacuuming, wet mopping, wet sweeping, or wet power brooming. Air Blowing is permitted only for cleaning non-particulate debris, such as steel reinforcing bars. No sandblasting is permitted unless dust there from is confined. Only wet cutting of concrete blocks, concrete, and asphalt is permitted. No unnecessary shaking of bags is permitted where bagged cement, concrete mortar and plaster is used.

8.

SOLID WASTE DIVERSION AND RECYCLING:

All solid waste generated as a result of project activities are the responsibility of the Contractor. The Contractor shall provide necessary dumpsters, roll-offs, containers, etc. for proper storage, removal, and ultimate disposal the solid waste. The Contractor shall not use base dumpsters, roll-offs, or containers for the disposal of solid waste. Solid waste debris, including construction & demolition debris shall be recycled and/or diverted away from landfill disposal to the extent practical for the project.

A. Construction debris that cannot be recycled: Demolition and/or construction materials that cannot be reused, recycled, or otherwise diverted must be segregated from other solid waste and disposed at an approved C&D landfill. The Wayne County C&D landfill is adjacent to the Municipal Solid Waste Landfill. The Contractor shall maintain records of construction debris diverted and disposed.

B. Recyclables: The contractor shall remove recyclables from the solid waste stream to the extent practicable. Disposing of recyclables in a municipal solid waste landfill (MSWLF) is not acceptable and may constitute violation of the contract. Local county ordinance prohibits the disposal of solid waste with greater than 10% recyclables. In the event the county sites the Contractor for excessive recyclables within a load, the Contractor is solely responsible for fines and/or increased tipping fees. Recyclables shall be taken to off-base facilities for recycling with all profit from those materials being those of the Contractor. The Contractor shall maintain records (by weight) of all materials recycled and disposed.

C. Use of demolition debris (rubble) as fill material is considered recycling. The contractor shall report reuse of such material in the monthly Solid Waste Diversion report (see format below).

D. The contractor will report, monthly, no later than the last day of the following month, the total weight of solid waste and construction/demolition waste he disposed, and percentage diverted through recycling. The report will be made in two copies. The following format will be used:

Solid Waste Report Project #:

Contract #:

Facility #:

Contractor :

Contractor Point of Contact:

Contractor Phone #:

4 CES QAE:

Report Period: dd/mm/yyyy to dd/mm/yyyy

A. Total Amount of Solid Waste Taken to Municipal Solid Waste Landfill

B. Total Amount of C&D Debris Taken to C&D Landfill For Disposal

C. Total Amount of Recyclables Retained for Consumption by Contractor

D. Total Amount of Recyclables Taken to Wayne County Recycling Center

1. Cardboard

2. Scrap Metal

3. Other

E. Total Amount of C&D/Recyclables Taken/Sold to Other Recycling Points or

Reused On-Site

1. Cardboard

2. Scrap Metal

3. Other

4. Fill Material

F. Total Solid Waste Generated (A+B+C+D+E) (includes all material generated from the project)

G. % Diverted from Municipal Solid Waste Landfill ((C+D+E)/F) *100

This report must be submitted to the 4 CES project QAE monthly.

QAE: 1 copy; CEV 1 copy as distributed by QAE

9.

HAZARDOUS MaterialS/HAZARDOUS WASTES. The Contractor shall obtain approval from the Hazardous Material Management Program (HMMP) team prior to purchasing, handling, using, and storing any chemicals, solvents, lubricants, and other products for this contract that require an MSDS. The Contractor shall identify these materials on a Contractor Hazardous Material Authorization, Inventory, & Usage Form (AF Form 3952 – Contractor Equivalent). The Contractor shall provide this inventory list and one copy of the MSDS for each item to HAZMART for review and HMMP approval prior to any chemicals being brought onto Seymour Johnson AFB.

A. This Inventory & Usage Form will also be used by the Contractor to report hazardous material usage. At project completion, the contractor shall submit a final report (AF Form 3952 – Contractor Equivalent) to the Contracting Officer detailing overall project hazardous material usage.

B. For projects extending over 6 months in duration, the inventory (AF Form 3952 – Contractor Equivalent) shall be used to provide monthly usage reports to the Contracting Officer and a final report at project completion. The Contractor shall maintain one copy of the MSDS for each hazardous material line item used within the work center.

Contractor Hazardous Material Authorization, Inventory, and Usage Form (AF Form 3952 – Contractor Equivalent)

3. Phone

4. Fax

5. Date

9. EXPECTED END DATE

10. CONTRACTOR SIGNATURE

11. WORKPLACE/BLDG

12. SUB-CONTRACTOR

13. DELIVERY ORDER

14. CONTRACT ADMINISTRATOR

15. CONTRACTING ADMINISTRATOR SIGNATURE

16. PHONE

17. FAX

18. DATE

19. Government QAE/OPR

20. SIGNATURE

21. PHONE

22. FAX

23. DATE

24. PROJECT/TASK DESCRIPTION

25. Usage Reporting Schedule

FORMCHECKBOX

Contract Term FORMCHECKBOX Monthly ______________(month reported)

Period5 Intended Use

FOOTNOTES:

1. This form is used for initial notification of hazardous materials intended for use on associated project and to report subsequent actual usage. Include all materials, which contain an EHS, TRI, CERCLA hazardous substance, toxic chemical, generates a hazardous waste after use, and/or requires a Material Safety Data Sheet.

2. Will temporary storage be established or kept in vehicles and taken off-base daily.

3. Identify amount in container & the units item is measured in, i.e. gallon, ounces, lbs, etc.

4. Identify maximum amount present (stored and used) at any one time on SJAFB.

5. Report actual quantities used. Quantities should reflect the reporting schedule identified in line 25.

END OF SECTION 01560

SECTION 02050

DEMOLITION

1. AVAILABILITY OF WORK AREAS: Areas in which demolition work is to be accomplished will be available as scheduled in the phasing.

2. GENERAL:

2.1 Procedures. Before beginning any cutting or demolition work, the Contractor shall carefully survey the existing work and examine the drawings and specification to determine the extent of the work. The Contractor shall take all necessary precautions to ensure against damage to existing work to remain in place or to remain the property of the Government, and any damage to such work shall be repaired or replaced as approved by the Contracting Officer at no additional cost to the Government.

2.2 Structures, Walls and Partitions. Remove existing structures as indicated on the drawings.

2.3 Dust Control. The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to avoid creation of a nuisance in the surrounding area.

2.3.1 Disconnection of Utility Services. Utilities shall be disconnected at the points indicated. Where such disconnection will interrupt the utility services to an area not included in the contract, the contractor shall notify the Contracting Officer at least 72 hours in advance in order that arrangement for such interruption shall be accomplished.

2.3.2 Burning at the project site will not be permitted.

2.4 Protection of Existing Work.

2.4.1 Existing work to remain shall be protected from damage. Work damaged by the Contractor shall be repaired to match existing work.

2.5 Use of explosives will not be permitted.

3. EXISTING UTILITIES: Remove, abandon, and relocate existing utilities as indicated.

4. DISPOSITION OF MATERIAL:

4.1 Unsalvable Materials. Concrete, masonry, and other materials shall be disposed of off Government property.

5. CLEANUP:

5.1 Debris and Rubbish. Remove debris and rubbish from the base daily. Do not allow to accumulate in building or on site.

5.2 Debris Control. Remove and transport debris in a manner as to prevent spillage on streets or adjacent areas.

END OF SECTION 02050

SECTION 02051

ASBESTOS REMOVAL, CLEANUP & DISPOSAL

1. GENERAL: The term abate, as used in the plans and specifications, shall mean to remove, clean up, and dispose of asbestos containing materials (ACM). The work covered by this section includes the removal, cleanup, and disposal of materials containing asbestos.

2. DOCUMENTATION OF PERFORMANCE IN ASBESTOS REMOVAL:

2.1 The Contractor shall furnish documentation of successful performance in asbestos removal. This documentation will include names and addresses of purchasers of services and location of work performed.

2.2 The Contractor shall have at all times in his possession at his office (one copy) and in view at the job site (one copy) OSHA Regulation 29 CFR 1926.1101; Asbestos and Environmental Protection Agency 40 CFR, Part 61, Subpart M: National Emission Standard for Asbestos, Asbestos Stripping Work Practices, and Disposal of Asbestos Waste; N.C. General Statute 130A, Article 19, Asbestos Hazard Management.

3. REGULATORY REQUIREMENTS:

3.1. All asbestos removal cleanup, and disposal shall be made in accordance with:

3.1.1 N.C. General Statute 130A, Article 19 and OSHA Regulation 1926.1101 - Asbestos, permissible exposure limits for asbestos shall apply to all air samples:

3.1.1.1 Amosite

0.01 fibers/cc

3.1.1.2 Chrysotile

0.01 fibers/cc

3.1.1.3 Crocidolite

0.01 fibers/cc

3.1.1.4 All others

0.01 fibers/cc

3.2 EPA 40 CFR, Part 61, Subpart M - National Emission Standard for Asbestos, Asbestos Stripping, Stripping Work Practice, and Disposal of Asbestos Waste.

3.3 Other State and Local Agency Requirements.

4. SUBMITTALS:

4.1 Pre Removal Plan: Submit a detailed plan of the work procedures to be used in the removal and demolition of materials containing asbestos. The preremoval plan must be approved and signed by an N. C. State accredited Asbestos Abatement Project Designer. Such plan shall include location of asbestos control areas, change rooms, layout of change rooms, interface of trades involved in the construction, sequencing of asbestos related work, disposal plan, type of wetting agent and asbestos sealer to be used, air monitoring, and a detailed description of the method to be employed in order to control pollution. Provide copies of all notifications sent to agencies. This plan must be approved by 4 CES and the Contracting Officer prior to the start of any asbestos work. Include North Carolina Asbestos Accreditation Certificates for each worker and Accredited Supervisor and Asbestos Removal Permits/Notifications when removal quantities require by N.C. Statute 130A, Article 19.

4.2 Submit personnel and space air monitoring and final clearance reports.

4.3 Training: Submit certificates signed by each employee that the employee has received current accredited training within 14 months of scheduled removal work in the proper handling of materials that contain asbestos; understands the health implications and risks involved, including the illnesses possible from exposure to airborne asbestos fibers; understands the use and limits of the respiratory equipment to be used; and understands the results of monitoring of airborne quantities of asbestos as related to health and respiratory equipment.

4.4 Return manifest signed by company or landfill accepting custody of asbestos waste within 24 hours. Minimum information on the manifest shall include: date of disposal, quantity, sources of asbestos waste type of insulation (pipe, duct, etc.), name of certified/licensed asbestos removal Contractor.

5. REMOVAL, CLEANUP AND PREPARATION: The Contractor shall have proper dress and equipment for all personnel. The Contractor shall provide proper decontamination facilities. The method of asbestos removal shall be conducted as required by regulation. Work areas shall be decontaminated prior to resuming other activities.

END OF SECTION 02051

SECTION 02222

EARTHWORK

PART 1

GENERAL

1.01

DESCRIPTION

A.

General:

1.

Furnish all labor, materials, tools, equipment, and services for all earthwork, as indicated, in accord with provisions of Contract Documents.

2.

Completely coordinate with work of all other trades.

3.

Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices incidental to or necessary for a sound, secure and complete installation.

1.02

QUALITY ASSURANCE

A.

Perform all work in accordance with requirements of local and state codes, with requirements of OSHA, and in accord with federal requirements.

B.

Reference Standards:

Tests for Moisture Density Relations of Soils and Soil Aggregate Mixtures Using a 5.5 LB Rammer and a 12 IN Drop -ASTM D698.

Tests for Moisture Density Relations of Soils and Soil Aggregate Mixtures Using a 10 LB Rammer and a 18 IN Drop -ASTM D1557.

Test Methods for Maximum Index Density of Soils Using a Vibratory Table - ASTM D4253.

Test Methods for Minimum Index Density of Soils and Calculation of Relative Density - ASTM D4254.

Classification of Soils for Contracting Officering Purposes - ASTM D2487-83.

PART 2

PRODUCTS

2.01

SOILS

A.

General: Use soils (other than topsoil) free of organic matter, refuse, rocks and lumps greater than 4 inches in diameter and other deleterious matter.

B.

Classification: For the purpose of this specification, soils to be used as fill material are grouped into five classes according to soil properties and characteristics.

1.

Class I - Angular, 6 to 40-mm (1/4 to 1-1/2 in.), graded stone, including a number of fill materials that have regional significance such as coral, slag, cinders, crushed stone, crushed gravel, and crushed shells.

2.

Class II - Coarse sands and gravels with maximum practical size of 44 mm (1-1/2 in.), including variously graded sands and gravels containing small percentages of fines, generally granular and non-cohesive, either wet or dry. Soil Types GW, GP, SW, and SP are included in this class.

3.

Class III - Fine sand and clayey gravels, including fine sands, sand-clay mixtures, and gravel-clay mixtures. Soil Types GM, GC, SM, and SC are included in this class.

4.

Class IV - Silt, silty clays, and clays, including inorganic clays and silts of medium to high plasticity and liquid limits. Soil Types MH, ML, CH, and CL are included in this class. These materials are not recommended for bedding, haunching, or initial backfill.

5.

Class V - This class includes the organic soils, OL, OH, and PT as well as soils containing frozen earth, debris, rocks, larger than 40 mm (1-1/2 in.) in diameter, and other foreign materials. These materials are not recommended for bedding, haunching or initial backfill.

C.

Topsoil: Natural, friable soil free of subsoil, stumps, rocks larger than 2 inches in diameter, weeds and other material detrimental to plant growth.

D.

General Fill: General fill material not otherwise specified shall be Class II or III.

E.

Fill and backfill: Selected material from site earthwork or from off site borrow.

PART 3

EXECUTION

3.01

PROTECTION

A.

Protect existing surface and subsurface features on site and adjacent to site as follows:

1.

Provide barricades, coverings, or other types of protection necessary to prevent damage to existing items indicated to remain in place.

2.

Protect and maintain bench marks, and monuments or other established reference points. If disturbed or destroyed, replace at own expense to full satisfaction of Contracting Officer.

3.

Verify location and existence of utilities. Omission or inclusion of utility items does not constitute non-existence or definite location. Secure and examine local records for location data.

4.

Take necessary precautions to protect existing utilities from damage due to any construction activity. Repair damages to utility items at own expense.

5.

Provide full access to premises, fire hydrants, street crossings, sidewalks and other points as designated by Contracting Officer to prevent serious interruption of travel.

6.

Maintain stockpiles and earthworks in such a manner to prevent inconvenience or damage to structures on site or adjoining land.

7.

Avoid surcharge or earthwork procedures which can result in heaving, caving or slides.

B.

Legally dispose of waste materials off site as directed. Burning, as a means of waste disposal, is not permitted.

3.02

SITE EARTHWORK AND GRADING

A.

The work includes all operations in connection with earthwork, borrow, construction of fills and embankments, rough grading, and disposal of excess materials in connection with the preparation of the site(s) for construction of the proposed facilities.

B.

Perform earthwork and grading as required.

1.

Protection of existing facilities: Maintain existing utility lines (either overhead or underground), sidewalks, structures, pavement indicated, free of damage. Any item known or unknown or not properly located that is inadvertently damaged shall be repaired to original condition. Notify Contracting Officer of any utility damage at once so that emergency measures may be taken. All repairs to be made and paid for by Contractor.

2.

Protection of finish grade: During construction, shape and drain embankment and earthworks. Maintain ditches and drains to provide drainage at all times. Protect graded areas against action of elements prior to acceptance of work. Reestablish grade where settlement or erosion occurs.

C.

Borrow: Provide necessary amount of approved fill compacted to density equal to that indicated in this specification. Fill material to be approved by Contracting Officer or Authorized Representative prior to placement.

D.

Construct embankments and fills as required:

1.

Provide fill material which meets the requirements of Part 2.01 of this specification and is free from roots, organic matter, trash, frozen material, and stones having maximum dimension greater than 4 inches. Do not place material in layers greater than 8 inches loose thickness. Place layers horizontally and compact each layer prior to placing additional fill.

2.

Compact by sheepsfoot, pneumatic rollers, vibrators, or by other equipment as required to obtain specified density. Control moisture for each layer necessary to meet requirements of compaction.

3.03 SOIL DENSITY REPORT

A.

Moisture density requirements for all materials that are to be compacted to be as approved by Contracting Officer.

B.

Extent of compaction testing will be as necessary to assure compliance with specifications.

C.

Give adequate notice to Contracting Officer when ready for compaction or subgrade testing and inspection. Minimum of 24 hour advance notice to be given.

D.

Should any moisture density test fail to meet specification requirements, perform corrective work as necessary.

E.

Pay for all costs associated with corrective work and retesting resulting from failing tests.

3.04 COMPACTION DENSITY REQUIREMENTS

A.

Perform compaction of soils and all work associated with that effort with equipment designed for and suitable to provide the compaction requirements.

B.

Obtain approval of Contracting Officer with regard to suitability of soils and acceptable subgrade prior to subsequent operations.

C.

Provide dewatering system necessary to successfully complete compaction and construction requirements.

D.

Remove frozen loose, wet or soft material and replace with suitable material.

E.

Stabilize subgrade with well graded granular materials as required.

F.

Assure by results of testing that compaction densities comply with the following requirements:

1.

Sitework:

Location

Compaction Density

Unpaved Areas:

85 percent

ASTM D698

3.05 SPECIAL REQUIREMENTS

A.

Erosion control: Conduct work to minimize erosion of site. Construct stilling areas to settle and detain eroded material. Remove eroded material washed off site. Clean streets daily of any spillage of dirt, rocks or debris from equipment entering or leaving site.

END OF SECTION 02222

SECTION 02485

TURF

1. SCOPE: This section covers the preparation of planting beds; furnishing, placing, and covering limestone, fertilizer and seeds; compacting seed beds; furnishing, placing and securing mulch; and protection and maintenance of all seeded grass areas.

2. GENERAL:

2.1 Work to be Done. All areas resulting from site grading or other disturbed areas shall be backfilled and grassed as hereinafter specified.

2.2 Planting Dates: The planting periods shall conform to the following unless an extension of time is granted by the Contracting Officer.

2.2.1 Period 1 April through 1 September: Spring and Summer seeding.

2.2.2 Period 1 October through 30 March: Fall Seeding.

3. MATERIALS:

3.1 Backfill material shall be of equal quality to the surrounding topsoil.

3.2 Seed shall be labeled in accordance with the U. S. Department of Agriculture Rules and Regulations under the Federal Seed Act in effect on the date of solicitation. Seed shall be furnished in sealed containers unless exception is granted in writing by the Contracting Officer. Seed which has become wet, moldy or otherwise damaged in transit or in storage will not be acceptable. The minimum percentage of weight of pure live seed in each lot of seed shall be as follows:

MINIMUM PERCENTAGE MAXIMUM PERCENTAGE

KIND OF SEED

OF PURE LIVE SEED

OF WEED SEED

Bermuda (Unhulled)

0.50

Carpetgrass

Fescue (Kentucky 31)

Rye Grass

(*Exclusively winter seeding)

3.3 Mulch composed of threshed straw or cereal grain, pine needles or wood fiber shall be free of objectionable weed seeds or other harmful material. Mulch shall be used by the Contractor as required to prevent erosion of seeded areas.

3.4 Fertilizer shall be a 10-10-10 commercial mixed grade, uniform in composition, free flowing and suitable for application with approved equipment, delivered to the site in bags or other convenient containers, each fully labeled, conforming trademark, and warranty of the producer.

3.5 Lime shall be ground limestone containing not less than 85 percent of total carbonates and shall be ground to such fineness that 100 percent will pass through a No. 10 sieve and at least 90 percent will pass through a 20 mesh sieve, and 50 percent will pass the No. 100 sieve. Coarser materials will be acceptable provided the specified rates of application are increased proportionately, on the basis of quantities passing the 100 mesh sieve, but no additional payment will be made for the increased quantity.

3.6 Topsoil, Furnished. Furnish sufficient additional topsoil for backfill to maintain elevation shown on the drawings and all other areas disturbed by the Contractor. Topsoil depth shall be 4" when compacted for grassed areas. Topsoil furnished shall be naturally sandy loam, fertile and friable, and possessing characteristics of representative productive soils of the vicinity.

4. BACKFILLING AND PREPARATION OF SEED BED:

4.1 General. The areas to be treated and their respective requirements for seed, fertilizer, lime, and other treatment shall include all areas disturbed by the Contractor and those shown on the contract plans.

4.2 Soil Preparation. Those areas disturbed by the Contractor and those shown on the contract plans to be seeded shall be scarified a minimum depth of four inches. The existing grass, stones over 1 inch in size, sticks and rubbish, and excess soil shall be removed. No heavy objects except lawn rollers shall be moved over grass seeded areas after subgrade soil has been scarified. After existing soil has been prepared, spread additional topsoil necessary to bring the area to the finished grade required. The topsoil shall be spread evenly, smoothed, and lightly compacted. Areas where topsoil does not require removal, scarify as above, smooth, and remove sticks, stones, and rubbish.

5. APPLICATION OF FERTILIZER AND LIME:

5.1 Application of Fertilizer. Fertilizer shall be distributed uniformly at a rate of 1,200 pounds per acre over the areas specified to be seeded, and shall be incorporated into the soil to a depth of at least four to six inches by tilling, or other acceptable methods.

5.2 Application of Lime. Immediately following or simultaneously with the incorporation of the fertilizer, lime shall be distributed uniformly at a rate of 2,000 pounds per acre and shall be incorporated into the soil to a depth of at least three inches by tilling or other acceptable methods.

5.3 Leveling, undulations or irregularities in the surface resulting from tilling, fertilizing, liming, or other operations shall be leveled before seeding operations are begun.

6. SOWING SEED:

6.1 General. All seeding work shall be done between the specified planting dates using seed mixtures and rates of applications as listed below, except as otherwise directed in writing by the Contracting Officer. A satisfactory method of sowing shall be employed, making use of approved seeders, mechanical hand seeders, or other approved methods. Hand sowing will not be allowed. If during inspection, during seeding operations or after there is a show of green, there is an indication that strips wider than the space between the rows planted have been left unplanted, or that other areas have been skipped, the Contracting Officer may require the sowing of additional seed on these areas at no additional cost to the Government. The seed shall be sown at the following rate:

KIND OF SEED MINIMUM LBS/ACRE

Period 1 (Spring and Summer)

Bermuda

Carpetgrass

TOTAL 100

Period 2 (Fall and Winter)

Fescue (Kentucky 31)

Ryegrass (Annual)

TOTAL 100

6.2 Mulch shall be spread uniformly in a continuous blanket, using 1 1/2 tons per acre. Mulch shall be spread by hand or by a manure spreader, a modified grain combine with straw spreader attachment, a blower type mulch spreader, or other suitable equipment.