CZQZ131107_REPAIR_GRADE_I_and_II_GAS_LEAKS_SOO_19MAR2013.pdf

27TH SPECIAL OPERATIONS WING (AFSOC)

27TH SPECIAL OPERATIONS CIVIL ENGINEER SQUADRON

CANNON AIR FORCE BASE, NEW MEXICO

DESIGN/BUILD SERVICES

FOR

REPAIR GRADE I & II GAS LEAKS

NATURAL GAS INFRASTRUCTURE REPAIRS, CANNON AFB

PROJECT NUMBER: CZQZ131107

STATEMENT OF OBJECTIVE

For

DESIGN / BUILD SERVICES

NATURAL GAS INFRASTRUCTURE REPAIRS, CANNON AFB

PROJECT NUMBER: CZQZ131107

REVISED 19MAR2013

PREPARED BY:

27th SPECIAL OPERATIONS CIVIL ENGINEER SQUADRON 506 North D. L. Ingram Blvd. / Cannon AFB, NM 88103-5003

Program Manager (PM): CMSgt Chris Bowen

1.0 GENERAL INFORMATION

1.1. PURPOSE: The purpose of this Statement of Objective (SOO) is to notify approved Design-Build service providers of a potential project at Cannon Air Force Base (CAFB) requiring design-build services. This SOO is not intended as an exhaustive description of the scope of work. Instead, it generally describes Air Force requirements and objectives for the design, documentation and construction of the project. More detailed requirements, if any, will be identified during confirmation of project programming, design, and documentation and will be reflected in the contract for construction.

1.2. PROJECT LOCATION: CAFB is located in Curry County, approximately six miles west of Clovis, NM.

Natural Gas Infrastructure Repairs are located throughout Cannon AFB.

1.3. PROJECT DURATION: This work is to be completed in 90 calendar days or less. The project duration includes but is not limited to: any required surveying, leak locating, design and construction phases.

1.4. DESCRIPTION OF THE WORK: The work consists of complete design and construction services necessary to complete natural gas leak repairs as identified on Attachments A & B and as followings:

1.4.1 BASE BID

1.4.1.1 The Design Build (DB) Contractor shall meet with building users and Air Force personnel to clarify program requirements and to develop appropriate design solutions.

A meeting at CAFB will be required pre-design and at each design submittal.

1.4.1.2 The DB Contractor will be required to locate all underground leaks identified on

Attachments A & B. General locations only will be provided by the government .

(Reference Attachments A, B, and C).

1.4.1.3 The DB Contractor shall excavate all underground leaks (see Attachment A & B) to assess the source of each leak and to provide itemized proposed corrective actions to the government for review and finalization prior to commencing design/repairs.

1.4.1.4 The DB Contractor shall assess all above grade leaks identified in Attachments A & B and provide itemized proposed corrective actions to the Government for review and finalization prior to commencing design/repairs.

1.4.1.5 The DB Contractor shall evaluate existing gas distribution system and all leaks identified on Attachments A & B in order to develop a phasing plan to phase/group repairs and minimize gas outages . This work shall include recommendation and installation of additional approved isolation valves to facilitate execution of work phases and allow for improved distribution system isolation in the future.

1.4.1.6 Upon approval of proposed work the DB Contractor shall complete all design work for

Grade I, Grade II leak repairs identified on Attachments A & B as well as design for installation of isolation valves. Under the base bid the DB Contractor shall repair only Grade I leaks and install all isolation valves.

1.4.1.7 Upon completion of all Grade I repairs, the contractor shall provide the government with the following (per leak):

1.4.1.7.1 an itemized list of repairs, new isolation valve and associated product data;

1.4.1.7.2 pressure test data submission illustrating each leak has been fully repaired.

1.4.2 BID OPTION 1

1.4.2.1 The DB Contractor shall complete all Grade II repairs as designed under Base Bid above.

1.4.2.2 Upon completion of all Grade II repairs, the contractor shall provide the government with the following (per leak):

1.4.2.2.1 an itemized list of repairs, and associated product data;

1.4.2.2.2 pressure test data submission illustrating each leak has been fully repaired.

1.5. LEGAL COMPLIANCE: All design solutions must be in compliance with all public laws and the Code of

Federal Regulations. In addition, design solutions must comply with any pertinent Executive Orders and Department of Defense Instructions or Directives identified and provided by Air Force representatives during the course of project design.

1.6. DESIGN SERVICES:

1.6.1 Design submittals shall be made at 65%, 95% and 100% Final location and excavation of underground leaks may start after all required permits and Notice to Proceed are received.

Construction may begin after the 65% design submittal provided that all permits have been approved by the State and the Government and design NTP issued. Approved permits shall be submitted to Government prior to any construction.

1.6.2 Drawings, analysis and specifications must be prepared under the supervision of or by a registered

Professional Engineer (PE); therefore all document designs must be stamped and signed by a Professional Engineer (PE) registered in the state of New Mexico. Engineers will stamp the drawings and documents in their respective professional field of engineering (ex. Mechanical engineer cannot stamp the Civil portion of the project). Every portion of the project must contain the stamp of a current registered PE (ex. Structural engineer to stamp the building drawings, Mechanical to stamp HVAC design, etc.). All design must be completed in accordance with the attached references. If any of the drawings or documents are received without a PE stamp, they will not be reviewed by the Government.

1.6.3 PROJECT SCHEDULE: 15 days prior to commencing work, the DB contractor shall provide a legible project schedule in printed and PDF format for design and construction services; including dates of anticipated site visits, team meetings, key construction activities and other milestone dates.

At a minimum the schedule shall reflect the following work elements:

1.6.3.1 Testing and location of source of all underground Natural Gas Leaks;

1.6.3.2 Excavation of all underground gas leaks;

1.6.3.3 Assessment of all above and below grade leaks;

1.6.3.4 Design submission 65%, 95% and 100% final design submissions

1.6.3.5 Phasing of all leak repairs

1.6.3.6 Key Meetings

1.7. ADDITIONAL DESIGN SERVICES:

1.7.1 Meet with Air Force personnel a minimum of four (4) times to clarify program requirements and to develop appropriate design solutions.

1.7.2 Conduct testing to locate source of all underground gas leaks identified on Attachment A & B

1.7.3 Conduct an existing condition assessment of all leaks to confirm project feasibility, requirements, and any other work that may be required to complete the scope of work described above.

1.7.4 At identified scheduled intervals, present proposed design solutions including product material and recommendations for Air Force review and acceptance.

1.7.5 Provide Management and Inspection (M&I) services for the contract for construction by participating in a minimum of twelve (12) site inspection visits and meetings. M&I Services shall also consist of completion and issuance of meeting minutes, review of submittals, responding promptly to contractor Requests for Information (RFI), issuance of additional design clarifications, and estimation of contract change orders.

1.7.6 As-built drawing development and submission (see 2.23.3 below).

2. CONSTRUCTION REQUIREMENTS

2.1 Contractor must comply with the current UFC 1-200-01 latest version, conforming with the latest version of International Building Code, ref: UFC 1-200-01, Chapter 1, Section 2.

2.2 All construction must be in compliance with all Public Laws, Executive Orders, Code of Federal

Regulations, Department of Defense Instructions and Department of Defense Directives or other higher authority documents as applicable as listed in MIL-STD-3007F Appendix B, referenced under the UFC 1- 200-01 Chapter 1.

2.3 All construction m ust comply with CFR 49 Part 192- Transportation of Natural Gas and Other Gassses by

Pipeline: Minimum Federal Safety Standards.

2.4 All construction must be in compliance with Antiterrorism Force Protection requirements referenced under UFC 4-010-01, UFC 4-010-02 and Combatant Commander Antiterrorism construction standards

2.5 DAILY WORK SCHEDULE:

Workdays shall be from 0700 to 1700, Monday to Friday. No weekend work is allowed unless approved by the PM. No weekend work is authorized unless approved by the Project Manager (PM) and the Contracting Officer (CO). The Contractor shall provide written notification to the Contracting Officer (CO) fourteen (14) calendar days lead time for proposed work schedule changes. The Prime Contractor superintendent shall remain on-site at all times during construction when workers are present.

2.6 UTILITIES: Water and power shall be made available to the Contractor by the Government. Rest Rooms are available to the contractor on Cannon AFB.

2.7 TEMPORARY FENCE: When job site fencing is required, the Contractor shall provide temporary screened fencing around the work site perimeter and site signage as determined by the Air Force PM.

2.8 WELDING, CUTTING AND BRAZING: Fire Protection shall complete inspection of all welding, cutting and brazing operations prior to any operation. The Contractor shall provide the appropriate operable fire extinguisher. Contractor shall comply be with OSHA STD29 CFR 1910.252 Welding, Cutting and Brazing (General Requirements) and AFOSH 91-203 Air Force Consolidated Occupational Safety Instruction (June 2012). Air Force Form 592 USAF Welding, Cutting and Brazing permit will be issued prior to any operation and shall be kept on site till completion of operation or permit expires. Contact the Construction Manager or Fire Protection at (575) 784-2578 for issuance of permit.

2.9 SAFETY: The Contractor is required to comply with UFGS 01 35 26 Governmental Safety Requirements, the Air Force Occupational Safety and Health (AFOSH), and all applicable Health and Safety requirements under Occupational Safety and Health (OSHA).

2.9.1 Contractors are subject to inspections of job sites/projects by the Department of `Labor. These requirements are additional to and do not replace the standards promulgated by the Department of Labor under OSHA. In the event of a conflict between the OSHA standards and these requirements, the most stringent shall apply.

2.9.2 Resolution of Department of Labor citations for violations of Occupational Safety and Health Standards is a Contractor responsibility and shall provide for no basis of a claim against the Government.

2.10 USE OF PREMISES: During the contract, areas will be closed to vehicle parking and vehicular traffic for construction. Coordinate and cooperate with building user’s and other Contractors scheduling and/or phasing operations to minimize conflicts.

2.11 PHASING PLAN: The DB Contractor shall submit a phasing plan to include but not limited to the following:

2.11.1 Phase 1: Excavation of all below grade leaks.

2.11.2 Phase 2: Leak Repairs related to all Commercial Buildings (Grade I and or Grade I and II depending on award).

2.11.3 Phase 3: Repairs related to all South Residential Housing Facilities.

2.11.4 Phase 4: Repairs related to all North Residential Housing Facilities.

2.12 SECURE AREAS: The Contractor shall ensure all employees comply with all security requirements imposed by the local Installation Commander at all times, and shall follow all instructions of the organizational commander having jurisdiction over the area being serviced in all matters pertaining to security. The Contractor and his personnel shall be required to coordinate and schedule all work in classified areas with appropriate Government representatives prior to entering these areas.

2.13 CLEARANCE: Cleared DOD personnel shall escort non-cleared Contractor personnel in secured facilities. The non-cleared personnel shall remain in the immediate presence of the escort (cleared personnel).

2.14 CONSTRUCTION PERMITS: A properly approved and coordinated construction permit (AF Form 103, Civil Engineer Work Clearance Request) will be provided by the Base Civil Engineer prior to excavation activities. Open excavations shall be marked with barricades, flashing yellow lights (during night hours) and utility outages will be scheduled (see 2.6 above).

2.15 SUBMITTALS: The Schedule of Material Submittals lists the required submittals that are to be forwarded to the CO no later than 5 days after receipt of notice to proceed or as otherwise established by the CO.

Each submittal shall include information required by the indication on the schedule of material submittals and as described in the technical specifications on the drawings. No approval will be given on an item unless submittal information shows compliance with specified requirements. If, at any time during the duration of this contract, the Contractor desires to change materials from those originally approved, his new materials shall be submitted to and approved by the CO prior to incorporation into the project. The government shall have 14 days for all submittal reviews.

2.16 ENVIRONMENTAL REQUIREMENTS:

2.16.1 ENVIRONMENTAL IMPACT: All waste materials generated by any work under the contract performed on a Government installation shall be handled, transported, stored and disposed of by the Contractor at any time in accordance with all applicable Federal, state and local laws, ordinances, regulations, court orders, or other types of rules or rulings having the effect of the law, including, but not limited to Executive Order 12 088, 13 October 1978; the Federal Water Pollution Control Act, as amended (33 USC Sec 1251 ET SEQ); the Clean Air Act as amended (42 USC Sec1857 ET SEQ); the Endangered Species Act, as amended (16 USC Sec 1531, ET SEQ); the Toxic Substances Control Act, as amended (15 USC Sec 2601, ET SEQ); the Solid Waste Disposal Act, as amended (42 USC 6901, ET SEQ).

2.16.2 COMPLIANCE WITH LAWS: Construction activities are NOT exempt from air emission, storm water, hazardous waste, and other environmental compliance laws and regulations. The Contractor shall comply and ensure that all subcontractors comply with all applicable federal, state, and local laws, regulations, ordinances and standards related to environmental matters. The Contractor shall also comply and ensure that all Subcontractors comply with all specific instructions or directions given to the Contractor by Cannon AFB regarding environmental matter

2.16.3 PROTECTION OF HISTORICAL AND ARCHAEOLOGICAL RESOURCES: There are no known Historical, Archaeological, and/or Cultural Resources within the Contractors work area.

However, the Contractor shall take precautions during the contract to maintain awareness of Historical, Archaeological, and/or Cultural Resources during the execution of work.

All items having any apparent historical or archaeological interest discovered in the course of any construction activities shall be carefully preserved. The Contractor shall protect the find in-place by leaving the archaeological find undisturbed and by using flags to mark a 50-foot radius area around the find. The find shall be immediately reported to the Contracting Officer who will in turn report to 27 SOCES/CEAN so that the proper authorities may be notified. All work shall be stopped in the immediate area of the discovery until directed by the Contracting Officer, in coordination with CEAN, to resume work. Any work required to preserve or protect these finds shall be accomplished before work resumes.

2.16.4 HAZARDOUS AND SPECIAL WASTES GENERATED BY THE CONTRACTOR: The Contractor shall comply with all local, Air Force, State, and Federal environmental regulations.

New Mexico requires that a Uniform Hazardous Waste Manifest (EPA Form 8700-22) shall be used by the Contractor to document all parties and locations involved in the transportation, storage and disposal of special wastes. These forms shall be provided to the Contracting Officer by the Contractor at the time of physical inspection of the load and then signed by an authorized representative within the Environmental Element (27 SOCES/CEAN) before the waste is transported from the limits of Government property. A copy of the manifest shall be signed by the authorized receiver of the waste and submitted to the Contracting Officer no later than thirty-five

(35) days after disposal action. If the manifest is not signed and returned by the forty-fifth day, an exception report must be filed with the State of New Mexico Solid Waste Bureau. Landfill disposal shall be located within in the state of New Mexico in an approved facility as outline on their website and approved by CEAN Special Program Manager or Hazardous Waste Program Manager as appropriate.

2.16.5 CONTRACTOR ENCOUNTERED HAZARDOUS WASTE: The Contractor shall notify the Contracting Officer and then CEAN upon encountering any material not identified in this Statement of Objectives thought to be hazardous that could jeopardize the safety of workers or personnel in the area. The Government will be responsible for characterization, transportation, storage and disposal of the waste, if necessary.

2.16.6 HAZARDOUS MATERIALS: The Contractor shall provide to the Contracting Officer an AF Form 3000, Material and Approval Submittal, listing all materials to be utilized during the contract. If any of the material is classified as hazardous in accordance with AFI 32-7086, the

Contractor will submit an AF Form 3952, (Chemical/Hazardous Material Request Authorization) for each material item with all supporting information as required for approval. The Contractor must obtain authorization from the Contracting Officer prior to bringing or using hazardous materials on the installation. The Contractor must supply a current MSDS for each requested AF Form 3952 item listed as a hazardous material, as defined to be delivered under this contract. The hazardous material shall be properly identified and include any applicable identification number, such as National Stock Number or Special Item Number. This information shall also be included on the MSDS submitted under this contract. The Contractor must maintain a file of all MSDS.

The Contractor shall submit (via AF Form 3000) to the Contracting Officer on a monthly basis, or at the end of the contract, as determined by the Contracting Officer, a report (2 copies) of usage of hazardous materials within that period on Cannon AFB Contractors Environmental Reporting Entry (provided upon request). No hazardous materials, lubricants, oils, liquids or related materials shall be deposited in the refuse containers on base. The Contractor shall contact the Contracting Officer for disposal guidelines of any spent hazardous materials (guidelines provided by 27 SOCES/CEAN).

2.16.7 NUISANCE AND POLLUTING ACTIVITY PROHIBITED: Polluting, dumping, or discharging of any harmful, nuisance, or regulated materials (such as but not limited to concrete truck washout, vehicle maintenance fluids, residue from saw cutting operations, solid waste and hazardous substances) into building drains, site drains, streams, waterways, holding ponds or to the ground surface shall not be permitted and the Contractor shall be held responsible for any and all damages which may result. Further, the Contractor shall conduct work activities in such a fashion as to avoid creating any legal nuisance, including but not limited to, suppression of noise and dust, control of erosion, and implementation of other measures as necessary to minimize offsite impacts of work activities.

2.16.8 AIR EMISSIONS: Media blasting may require registering the construction activity under state regulation. The Contractor shall prepare the state form for signature approval by the base prior to start of construction. The Contractor shall meet all provisions of the Permit-By-Rule.

2.16.9 ACCIDENTAL SPILLS/RELEASES OF HAZARDOUS MATERIALS: The contractor shall be responsible for reporting, containment, and cleanup of any release of petroleum or other hazardous substances. Reports are to be made to the Cannon Fire and Emergency Services by calling “911” from a Cannon telephone. Calls to “911” from a cell phone will first go to the Clovis Dispatcher and the caller must report the location of the release as being Cannon AFB.

2.17 CONTRACT ORGANIZATION: The contractor's organizational approach shall integrate with their staff to provide project management, project Design/engineering, on-site superintendence, quality control, safety, and administration, subject to approval by Government.

2.17.1 Personnel shall meet the training, medical surveillance, safety and health program requirements specified in OSHA Standard 29 CFR 1910.120, including Hazardous Waste Operations and Emergency Response (HAZWOPER) training when required. Contractor shall not allow uncertified personnel on site.

2.17.2 At a minimum, Contractor construction personnel such as the project manager, project superintendent, project quality control, health, and safety inspector(s), and project foremen shall be able to read, write, speak and understand English. Contractors and subcontractors who operate a vehicle to perform a task shall have a valid and appropriate US state driver’s license for the vehicle(s) operated. All employees shall have valid photo identification even if they are not driving on the installation.

2.17.3 The Contractor shall not employ any person who is an employee of the United States Government if the employment of that person would create a conflict of interest, nor shall Contractor employ any person who is an employee of the Department of the Air Force, either military or civilian, unless such person seeks and receives approval IAW DoD Directive (DODD) 5000-7. Contractor shall not employ a Department of the Air Force employee if such employment would be contrary to the policies contained in AFI 64-106, Industrial Labor Relations Activities.

2.18 UTILITY OUTAGES AND SPECIAL CONDITIONS:

2.18.1 BASE CIVIL ENGINEER WORK REQUEST FORM (AFF 103): The Contractor shall obtain and process AF Form 103 for approval prior to commencement of work for this project. The Contractor shall have this approved form on the job site at all times.

2.18.2 Due to the requirement for multiple agencies to coordinate on Work Clearance Requests, it may take 2 weeks for paperwork processing. Contractor requests should be submitted at the earliest possible date to preclude delays.

2.18.3 UTILITY OUTAGES: When a utility outage is necessary to perform the contract work in an occupied facility, regardless of whether the work area is occupied, the outage shall be performed by the Contractor at no additional cost to the Government. The Contractor shall notify the Contracting Officer of outage requirements to include buildings affected; length of outage; and reasons for outage. The Contractor must allow affected occupants a minimum of three (3) week notice prior to outage. The Contractor is also required to provide the Contracting Officer a written notification of the requested outage. Outages may not exceed 6hrs.

2.18.4 BASE FIRE REGULATIONS: The Contractor shall comply with Base Fire Regulations as set forth in the latest edition of Cannon AFB Instruction 32-201, titled “Base Fire Protection Program” and the Cannon AFB Design and Construction Standards. The Contractor shall use no explosives or fire in performing the work. All work shall be in strict compliance with all National Fire Codes.

2.19 CONSTRUCTION MATERIALS & SYSTEM TESTING: The Contractor shall ensure that all materials to be used meet the most current design and construction standards. All field and lab testing shall be performed IAW applicable industry and American Society for Testing and Materials (ASTM) standards, certified by a Government-approved laboratory testing facilities. All Natural gas leak repairs shall be pressure tested. Final reports validating all leaks have been repaired shall be submitted to the Contracting Officer at substantial completion of work.

2.20 SITE MAINTENANCE AND CLEANUP:

2.20.1 SITE MAINTENANCE: The Contractor shall protect adjacent property, buildings and their contents from dust, dirt or other materials. Work areas shall be maintained in a neat, clean, safe condition and shall, at a minimum, be cleaned at the end of each shift. All streets and roadways in/or adjacent to the site shall remain free of project generated trash, dirt, and debris at all times.

2.20.2 CLEANUP: The Contractor shall collect any and all trash, debris, refuse, garbage, etc., that is generated and place it in appropriate containers with lids or approved covers on a periodic basis or as directed by the Contracting Officer. The aforementioned materials shall be hauled from the site by appropriate means on a daily basis, unless otherwise approved by the Contracting Officer.

Disposal shall be outside the limits of Government property. Disposal shall be by sanitary landfill or other approved methods and shall conform to all local, state, and federal guidelines, criteria, and regulations. Upon completion of the work, the Contractor shall leave the work site and storage area(s) in a clean, neat and workmanlike condition satisfactory in accordance with FAR 52.236-

12. It is required that the site be restored to its original and natural condition permitting the growth of vegetation thereon. Any pavements disturbed/removed during the course of work shall be replaced in-kind. Restoration to original contours is required unless otherwise directed by the Contracting Officer.

2.21 ENERGY CONSERVATION:

2.21.1 UTILITIES CONSERVATION: The Contractor shall instruct employees in utilities conservation practices. The Contractor shall be responsible for operating under conditions that preclude the waste of utilities, which shall include: using lights only in areas where and when work is actually being performed. The Contractor shall not adjust mechanical equipment controls for heating, ventilation and air conditioning systems. Water faucets or valves shall be turned off after the required usage has been accomplished. The Contractor shall use good judgment in the conservation of Government utilities. Prevailing energy conservation practices shall be adhered to and enforced by the Contractor.

2.22 EARTHWORK

2.22.1 SATISFACTORY MATERIALS: Satisfactory materials shall comprise any materials classified by, ASTM D 2487 as GW, GP, SW, SC, SP, and CL free of organic or frozen materials and rocks with any dimensions greater than 75 mm. (3 inches.)

2.22.2 Cohesionless and Cohesive Materials: Cohesion-less materials include materials classified in ASTM D 2487 as GW, GP, SW, and SP. Cohesive materials include materials classified as GC, SC, ML, CL, MH, and CH. Materials classified as GM and SM will be identified as cohesion-less only when the fines are non-plastic. Testing required for classifying materials shall be in accordance with ASTM D 4318, ASTM C 136, ASTM D 422, and ASTM D 1140.

2.22.3 DEGREE OF COMPACTION: Degree of compaction required is expressed as a percentage of the maximum density obtained by the test procedure presented in ASTM D 1557.

2.22.4 BLASTING: Blasting will not be permitted.

2.22.5 UTILIZATION OF EXCAVATED MATERIALS: All unsatisfactory materials removed from excavations shall be disposed of off base.

2.22.6 STRIPPING OF TOPSOIL: At trenched/excavated areas, topsoil shall be stripped to a depth of 150 mm. (6 inches.) Topsoil shall be spread on areas already graded and prepared for topsoil, or deposited in stockpiles at locations identified by the Contracting Officer. Topsoil shall be kept separate from other excavated materials, brush, litter, objectionable weeds, roots, stones larger than 50 mm (2 inches) in diameter, and other materials that would interfere with planting and maintenance operations.

2.22.7 EXCAVATION: The Contractor shall perform excavation of every type of material encountered within the limits of the project. Grading shall be in conformity with the existing topography.

Satisfactory excavated materials shall be transported to and placed in fill within the limits of the work.

2.22.8 DITCHES, GUTTERS, AND CHANNEL CHANGES: The Contractor shall maintain all excavations free from detrimental quantities of leaves, brush, sticks, trash, and other debris until final acceptance of the work.

2.22.9 OVERBURDEN MATERIAL: Overburden and other spoil material shall be transported off base.

2.22.10 BACKFILL: Backfill shall be placed and compacted to at least 90 percent maximum density for cohesive materials or 95 percent maximum density for cohesionless materials, in such a manner as to prevent wedging action or eccentric loading upon or against any structure.

2.22.11 GROUND SURFACE: Ground surface on which fill is to be placed shall be stripped of live, dead, or decayed vegetation, rubbish, debris, and other unsatisfactory material

2.23 SITE WORK AND PAVING

2.23.1 REFERENCES: ASTM: American Society for Testing of Materials

2.23.2 AGGREGATE BASE: Aggregate Base shall consist of natural, processed or blends of gravel, stone, chert, caliche, quarry and mine waste, sand, or screenings, and soil or other similar binding or filler material. Base shall meet NMSHTD Section 304.2 - Materials, Type IIB. Obtain materials from sources approved by the Contracting Officer (CO) and Project Manager (PM).

Preliminary approval of pits shall not mean that material found in the deposit will be acceptable.

Maximum dimensions of material particles shall not be greater than two-thirds the compacted thickness of the layer in which it is to be placed. Coarse aggregate shall have a percentage of wear of not more than 50 as determined by ASTM C 131. Place aggregate in equal layers no more than 8” thick and compact.

2.23.2.1 Compact each layer to at least 98% of the maximum laboratory density determined in accordance with AASHTO T180. Compact material inaccessible to rolling equipment by mechanical tamping. Finish surface of the layer by blading and rolling until surface is smooth and free from waves and irregularities. Aerate material excessively moistened by rain during construction using blade graders, harrows, or other equipment until the moisture content is that needed to obtain specified density. Place and compact earth at edges of course at least one foot into the shoulder.

2.23.2.2 Add water as necessary to assist compaction. If excess water is apparent, remove aggregate and aerate to reduce moisture content.

2.23.2.3 Equipment used for compaction shall be capable of providing a base course meeting the requirements of these specifications and shall be subject to the approval of the Contracting Officer. Use mechanical vibrating tamping in areas inaccessible to compaction equipment.

2.24 DELIVERABLES

2.24.1 PRINTED DRAWINGS AND SPECIFICATIONS: Upon completion of each interim submittal and the final submittal for construction, the DB contractor shall deliver to the Air Force three complete printed copies of all construction contract drawings and specifications. One set of drawings may be half-size. The drawings shall include all designed repairs for all Grade I and II repairs listed on Attachment A & B, all pipe sizes adjacent to all Grade I and Grade II leaks, locations of all new isolation valves and all removal and replacements of existing pavements, etc required to execute the repairs and bring work sites to same as existing state.

2.24.1.1 Submit 65%, 95% and final 100% assessment and design solution for repair actions.

The above shall consist of, but not be limited to:

2.24.1.1.1 design solution to repair each leak (to include appropriate specifications, calculations and manufacturer data);

2.24.1.1.2 itemized material/equipment proposed for each leak repair;

2.24.1.1.3 design solution related to existing pavement demolition and replacement as required to complete repairs and restore site to as is condition or better;

2.24.1.1.4 phasing plan and solution for required gas utility outages to coincide with repair activities; and,

2.24.1.1.5 estimate of anticipated project cost. Costs shall be itemized per leak as identified on Attachments A & B. In coordination with Air Force personnel, adjust project scope as needed to meet project scope and cost limitations. Recommend additional improvements, if any, that are possible within cost limitations.

Allow at least two weeks from date of each submittal for Air Force representatives to provide review comments and approvals

2.24.2 ELECTRONIC DRAWINGS AND SPECIFICATIONS: Upon completion of the documents for construction (final Submittal), the DB Contractor shall provide electronic drawing files in a format compatible with AutoCAD 2010 including all external references required to view and print the drawing files as reflected on “hard copy” submissions. Include all necessary *pc3 or similar files needed to properly set line weights for printing. All drawing files shall be in a single folder or in a folder structure that will enable external referencing. Drawing files shall be organized in accordance with the DoD A/E/C CAD Standard (ERDC/ITL TR-09-2) available in PDF format on many federal websites. The DOD standard is closely based on the National CAD Standard. In addition, the DB Contractor shall deliver to the PM: reproducible electronic drawings in PDF format. Specifications in PDF and WORD format. (WORD documents may be write-protected.)

2.24.3 AS-BUILTS: Upon completion of construction, the DB Contractor shall deliver to the Air Force all electronic drawing files and specifications revised to reflect as-built conditions as reported by the contractor. The as-built drawings shall include all work awarded to include but not limited to all leak repairs completed, pipe sizes adjacent to all repairs and all isolation valves. As-builts shall be furnished in both hard copy and electronic copy in accordance with the technical requirements under 2.24.2 above. Files shall be delivered on disk and in a single folder.

2.24.4 TRANSFER AND ACCEPTANCE OF MILITARY REAL PROPERTY (DD FORM 1354); The DB Contractor is required to execute DD Form 1354 Checklist and submit to Contracting Officer before final payment is issued.

2.24.5 OPERATION AND MAINTENANCE MANUALS: The Contractor shall prepare O&M manuals, warranties and other project closeout requirements as defined in the contract for construction.

2.24.6 GEOGRAPHIC INFORMATION SYSTEMS (GIS): All underground utility repairs shall be located by the DB Contractor in an electronic format that is compatible with the current base GIS software and includes descriptive information required by the Air Force. In the event the contractor is unable to provide GIS information as described, the Contractor shall clearly indicate such in their proposal so that other arrangements can be made. In such cases, the Contractor shall assist Air Force agents or personnel in the generation of GIS information if requested by the PM.

Subject to change, the following are the basic requirements for GIS information to be delivered to the Air Force on CD:

2.24.6.1 DATUM – WGS84

2.24.6.2 Coordinate System – UTM

2.24.6.3 Units – Meters

2.24.6.4 Data in attribute Table will be SDSFIE version 2.6 Compliant

2.24.6.5 Shapefile Geodatabase format

3 REFERENCE DOCUMENTS

All publications listed herein shall be the most current editions in effect at the time of solicitation and form a part of this Statement of Objectives. Pertinent reference documents may include but are not limited to the following:

3.1 CODE OF FEDERAL REGULATIONS

3.1.1 CFR 49 PART 192

3.2 CAFB STANDARDS:

3.2.1 CAFBI 32-201 Cannon AFB Base Fire Protection Program (23 April 2010)

3.2.2 CAFB Architectural Standards

3.2.3 AFB Design and Construction Standards

3.3 NATIONAL FIRE PROTECTION ASSOCIATION

3.3.1 NFPA 10 Portable Fire Extinguishers (2010)

3.4 INTERNATIONAL BUILDING CODE (2009 IBC)

3.5 INTERNATIONAL PLUMBING CODE (2012 IPC)

3.6 INTERNATIONAL MECHANICAL CODE (2010 IMC)

3.7 UNDERWRITER’S LABORATORY (UL)

3.8 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

3.9 UNIFIED FACILITIES GUIDE SPECIFICATIONS

3.9.1 UFGS 01 35 26 Governmental Safety Requirements (February 2010)

3.9.2 UFGS 01 35 26 Governmental Safety Requirements and the Air Force Occupational Safety and Health

3.10 OSHA (Occupational Safety and Health Administration) and AFOSH (Air Force Occupational and Environmental Safety, Fire Protection and Health Standards)

3.10.1 OSHA STD 29 CFR 1910 AND 1926

3.10.2 OSHA STD 29 CFR 1910.252 Welding, Cutting and Brazing (General Requirements)

3.10.3 AFOSH 91-203 Air Force Consolidated Occupational Safety Standard

3.10.4 AFOSH Std 91-5, Welding, Cutting, and Brazing

3.10.5 AFOSH Std 91-5 CAFBSUP1, Welding, Cutting, and Brazing

3.10.6 AFOSH Std 91-501 CAFBSUP1, Consolidated Occupational Safety Standard

3.11 NEW MEXICO ENVIRONMENTAL IMPROVEMENT BOARD

3.11.1 NMAC 20.7.3 Liquid Waste Disposal Regulations (October 1997)

3.12 UNITED FACILITIES CRITERIA (UFC)

3.12.1 UFC 1-300-07A Design Build Technical Requirements

3.12.2 UFC 1-300-08 Criteria for Transfer and Acceptance of DOD Real Property (16 April 2009 including Change 1, March 2010)

3.12.3 UFC 3-210-06A Site Planning and Design

3.12.4 UFC 3-220-10N Soil Mechanics

3.12.5 UFC 3-570-02A Cathodic Protection (1 March 2005)

3.12.6 UFC 3-570-02N Electrical Engineering Cathodic Protection (16 January 2004)

3.12.7 UFC 4-020-01 DOD Security Engineering Facilities Planning Manual (11 September 2008)

3.12.8 UFC 4-021-01 Design and O&M: Mass Notification Systems (9 April 2008 including Change 1,

3.12.9 January 2010)

3.13 ENVIRONMENTAL IMPACT

3.13.1 Executive Order 12 088 Federal Water Pollution Control Act, as amended (33 USC Sec 1251 ET SEQ), 13 October 1978

3.13.2 Clean Air Act as amended (42 USC Sec1857 ET SEQ)

3.13.3 Endangered Species Act, as amended (16 USC Sec 1531, ET SEQ)

3.13.4 Toxic Substances Control Act, as amended (15 USC Sec 2601, ET SEQ)

3.13.5 Solid Waste Disposal Act, as amended (42 USC 6901, ET SEQ); incorporating Sustainable Design and Development (SDD, ETL 08-13) including: Sustainment, Restoration and Modernization (S/R&M), DOD Facility Metering Installation Initiative dated 27 April 2006

3.14 AIR FORCE INSTRUCTION (AFI)

3.14.1 AFI 91-203 Air Force Consolidated Occupational Safety Instruction (15 June 2012)

3.14.2 AFI 32-1023 Design and Construction Standards (21 April 2010)

3.14.3 AFI 32-1061 Providing Utilities to US AF Installations (23 February 2011)

3.14.4 AFI 32-1065 Grounding Systems (1 October 1998)

3.14.5 AFI 32-1063 Electric Power Systems (10 June 2005, through Change, 24 June 2010)

3.14.6 AFI 32-1064 Electrical Safe Practices (25 May 2006 incorporating Change, 04 June 2010)

3.15 ENGINEERING TECHNICAL LETTER (ETL)

3.15.1 ETL 99-4 Fire Protection Engineering Criteria and Technical Guidance – Emergency Lighting and Marking of Exits (3 November 1999, incorporates new requirements of 1997 edition of NFPA 101)

3.15.2 ETL 08-13 Incorporating Sustainable Design & Development (SDD) & Facility Energy Attributes in the AF Construction Program (14 September 2008)

END OF STATEMENT OF OBJECTIVE

GRADE I NATURAL GAS LEAKS

LINE

NO. LEAK DESCRIPTION

COMMERCIAL BLDGS

1 L-1- 60% U.E.L. underground leak w/ 15 ft migration at Bldg #3252 2 L-10- 40% U.E.L. w/ 40 ft migration at Ingram Rd NW of Bldg #356 3 L-11- 50% U.E.L. w/ 15 ft migration at Bldg #336 4 L-15- 60% U.E.L. underground leak with 50 ft migration at Bldg #155 5 L-17- 100% U.E.L. underground Leak w/10 ft migration at Bldg #164 6 L-18- 38% U.E.L. underground leak w/ 10ft of migration at Bldg #593 7 L-20- 42% U.E.L. underground leak w/40 ft migration at Bldg #22 and #12 8 L-31- 58% U.E.L. underground leak w/ 20ft of migration at Bldg #71 9 L-46- 42% U.E.L. underground leak w/10 ft migration at Bldg #199

10 L-47- 78% U.E.L. underground leak w/20 ft migration at Bldg #199 11 L-48- 48% U.E.L. underground leak w/2 ft migration at Bldg #199 12 L-49- 10% U.E.L. underground leak w/0 ft migration at Bldg #356 13 L-50- 12-14% U.E.L. underground leak at 3 valves on Ingram Rd NW of Building #356 14 L-51- 78% U.E.L. underground leak w/5 ft migration at Bldg #126 15 L-52- 20% U.E.L. underground leak w/0 ft migration at valve box south of Bldg #1400

SOUTH RESIDENTIAL HOUSING

16 L-88- 20% U.E.L. underground leak on valve; top broken by house #1699 D, 0 migration 17 L-89- 8% U.E.L. underground leak on valve behind house #1660, 0 migration 18 L-91- 10% U.E.L. underground leak on service line at house #1577 A, 6ft migration 19 L-95- above ground leak on 1" x 4" nipple before regulator at house #1678 B

NORTH RESIDENTIAL HOUSING

20 L-1- above ground leak on 2" bypass valve 2" tee, 2" valves at master meter station 21 L-6- above ground leak on 1" valve at house #7219 A & B 22 L-8- underground leak at house #7227 A&B w/ 62% reading 23 L-9- underground leak at house #7504 A & B with 50% reading 24 L-105- underground leak at valve box next to house #7500 4.8% 25 L-106- underground leak at vlave box next to house # 9707 2.5% reading 26 L-107- UGL Next to House # 9402 with 10% Reading (Grade 1) 27 L-110- UGL Next to House # 8421 with Reading at 6% (Grade 1)

ATTACHMENT “A”

GRADE II NATURAL GAS LEAKS

LINE

NO. LEAK DESCRIPTION

COMMERCIAL BLDGS

1 L-3- Grade II aboveground gas leak on riser valve at Building #206 2 L-8- (8) Grade II aboveground gas leak on Meter Set at Building #204 3 L-9- (2) Grade II aboveground gas leaks on bell reducer and valve at Building # 199 4 L-13- Grade II aboveground gas leak on Valve at Building #186 5 L-19- Aboveground Grade II gas leak on Riser Valve at Building #12 6 L-21- Grade II aboveground gas leak on Riser Valve at Building #12 7 L-23- Grade II aboveground gas leak on valve at Building #684 8 L-24- Grade II aboveground leaks at (5) areas at Building #109 9 L-26- Grade II aboveground gas leak on valve Building #850

10 L-27- Grade II aboveground gas leaks (2) on union and Elbow at Building #71 11 L-29- Grade II aboveground gas leaks (2) on union and Elbow at Building #58 12 L-33- Grade II (9) aboveground leaks on meter/ Regulator station at Building #550 13 L-34- Grade II (5) aboveground leaks on meter/ Regulator station at Building # 444 14 L-35- Grade II aboveground gas leak on Riser Valve at Building #1254 15 L-38- Grade II aboveground gas leak on 4” Flange at meter station across Building

#1111

SOUTH RESIDENTIAL HOUSING

16 L-86- Grade II 10% U.E.L. underground gas leak on Valve 200 feet NE of House # 1556,B - 0-Migration

17 L-87- Grade II 12% U.E.L. underground gas leak on Valve 200 feet NE of House # 1628,B - 0-Migration

18 L-90- Grade II 14% U.E.L. underground gas leak on Valve NW of House # 1588, -0- Migration

19 L-92- Grade II 18% U.E.L. underground gas leak on Valve next To House # 1578, -0- Migration

20 L-93- Grade II 7% U.E.L. underground gas leak on Valve behind House # 1568 A, -0- Migration

21 L-94- Grade II aboveground gas leak on 1” Valve at House # 1744 B

NORTH RESIDENTIAL HOUSING

22 L-2- AGL on 1” 90° Elbow after valve at House # 7019 (Grade 2) 23 L-33- AGL on 1” x 6” nipple before Reg. at House # 9210 A& B (Grade 2) 24 L-34- AGL on 1” union swivel at House # 9206 A& B (Grade 2) 25 L-40- AGL on 1½” union swivel at House # 9110 A& B (Grade 2) 26 L-108- UGL under parking in front of House # 9625 with 1% Reading (Grade 2) 27 L-109- UGL Next to street Near Nebreska Court with 6% Reading (Grade 2)

ATTACHMENT “B”