1_-_Attch_1_-_FA3016-16-R-0022_SOW_(25_pages).doc

FA3016-16-R-0022 Attachment 1

TYMX 13A003

02 March 2016

AIR EDUCATION & TRAINING COMMAND (AETC)

JOINT BASE SAN ANTONIO (JBSA)

STATEMENT OF WORK

PROJECT TITLE:

JBSA Airfield Repair, Randolph Slabs and Overruns

PROJECT NUMBER:

TYMX13A003

WORK ORDER NUMBER:

Multiple

LOCATION:

JBSA Airfield – Randolph

1.0 GENERAL

1.1 Project Objective:

1.1.1 The objective of this project is performing concrete slab repairs on the east apron near Taxiway A, JBSA-Randolph, and to accomplish the design/mill/overlay of the asphalt overruns of the East Runway 14L/32R. Design/Install a new Power Check Pad and Anchor in the Southwest Parking Apron for the T-6 Aircraft, and to remove the anchor and steel which is currently located in the original Power Check Pad concrete slab (Southeast Apron).

General Requirements:

1.1.2 The airfield will remain operational during the life of the contract. All construction phasing will be coordinated with the Contracting Officer, the 502 CES Project Manager, and the Airfield Manager.

1.1.3 The contractor must maintain the airfield construction area and all airfield areas impacted or travelled by the contractor free of foreign object damage (FOD), by sweeping, vacuuming, and/or other approved methods means.

1.1.4 Contractor’s access to the airfield shall be restricted to those areas where work is on-going.

1.1.5 The contractor shall take adequate protective measures to ensure that existing pavement, facilities, and resources are not damaged in the construction efforts.

1.1.6 The contractor shall complete all AF Form 103 BCE Work Clearance (“digging permits”) fifteen (15) days prior to the need date. The contractor will submit daily QCM reports (Example Form: AF IMT 1477) to include, but not limited to: major tasks performed; personnel on-site (by sub-contractor); weather conditions; and construction issues.

1.1.7 Three weeks prior to the start of work the contractor shall submit the names, dates of birth, and driver’s license numbers/states of issue for each person working on this project. These names will be submitted to security for a background check and once they are approved they will be put onto an Entry Authorization List (EAL). This is separate from the base pass.

1.1.8 Coordinate a traffic control plan for each phase with 502 CES/CENMP and the Airfield Manager (12 OSS/OSAA).

1.1.9 Contractor shall maintain traffic and personnel control during construction and utilize low profile airfield barricades spaced no more than 25’ apart centerline to centerline. Crossing aircraft and airfield vehicle traffic will be given priority over road/construction traffic.

1.1.10 Three weeks prior to the start of work the contractor shall request an Airfield Drivers Class. Class size is limited to 4 to 6 people. An airfield driver’s license is required for all personnel who will be driving on the airfield. Contractors shall bring a contractor owned vehicle to the class for the driving test. Contractor shall provide names, dates of birth, driver’s license numbers/states of issue, and driver’s license restrictions of each person taking the class. Drivers with color blindness will not be permitted to drive on the airfield. Color vision proof shall be provided in written form, and signed by a Doctor. FAA regulations require the control tower to speak English. The driver shall understand and speak English well enough to communicate to the control tower and take a written test. The driver shall have a current driver’s license.

1.1.11 A minimum of two contractor personnel shall have an airfield driver’s license and a current AF Form 483 and they shall remain on site at all times during work hours.

1.1.12 Radio communication with the base operations/tower operations must be maintained at all times that work is conducted on the airfield.

1.1.13 All work shall follow standards defined by Unified Facilities Criteria (UFC) 3-260-01, UFC 3-260-02, UFC 3-535-01, FAA AC 150-5345-44, FAA AC 150-5340-18, ETL 04-2 and Federal Standard TT-P-1952E as well as Joint Base San Antonio (JBSA) regulations, local, state, and federal codes, regulations, requirements, and SOW Appendix A-G.

1.1.14 All work shall be performed in strict accordance with the provided contract specifications, drawings, JBSA regulations, local, State, Federal codes, regulations, and contract requirements as applicable. It is the contractor’s responsibility to secure access to specific governing criteria as required. The Government relies on the contractor to follow and implement the necessary codes as the expert General Contractor (GC). Contractor shall perform construction in accordance with the specifications (UFGS) within this solicitation and shall add additional Unified Facilities Guide Specifications as required. The contractor shall follow and abide by the UFC and referenced industry code within the UFC. It is the contractor’s responsibility to secure access to specific codes as required.

1.1.15 FAA Form 7460-1, NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION (http://www.faa.gov/arp/ace/faaforms.htm) must be submitted to FAA at least 30 days prior to the start of construction. Form 7460-1 will be submitted by the Airfield Manager, but the Contractor must provide all information and prepare the form for submission.

1.1.16 Only Airfield Management can close, open, or restrict the use of any part of an airfield facility. Any conditions that would prevent restrict, or present a hazard to arriving or departing aircraft requires public notification. Public notification is accomplished by the Notice to Airmen (NOTAM) system. NOTAMS are submitted to the FAA by the Airfield Management. It is the responsibility of the Contractor to coordinate with the Contracting Officer for the issuance of NOTAMS during construction. The Contractor shall provide the necessary information at least 10 days before occurrence of the event that requires the NOTAM.

1.1.17 All work on the Randolph runways and associated taxiways from the hold line or adjacent pavements shall be accomplished while the airfield is closed (1900-0600 hrs) and shall be returned to flying condition including FOD sweep before the airfield reopens.

1.1.18 Contractor shall re-stripe areas of paint that were removed during concrete and asphalt repair. Striping shall be in accordance with the contract specifications and applicable documents referenced in this SOW. Striping of each Runway overrun shall be subject to the guidelines listed in the painting section below.

1.1.19 All airfield work (overrun and apron) shall be accomplished in coordination with the respective airfield manager to eliminate conflicts with the active airfield operation.

1.1.20 The contractor shall provide copies of all material delivery tickets. All demolished materials shall be recycled to the greatest extent possible and the recycle and dumpster haul offs shall be provided to the government in a monthly summary spreadsheet.

1.1.21 CONTRACTOR’S QUALIFICATIONS: The contractor shall provide a minimum of two (2) projects (each project valued at $1M or greater) executed in the last five (5) years by the contractor and/or primary subcontractor which demonstrated their ability to successfully perform the tasks of airfield maintenance, airfield painting and/or rubber removal that are included in this RFP.

1.1.22 The contractor shall take the necessary actions to prevent utility breaks or other facility damages in addition to the work clearance permit AF Form 103. Examples include but are not limited to metal detection, reviewing of as-built drawings, etc.

1.1.23 The Contractor shall backfill with proper fill material to make a flush or tapered surface as appropriate during construction and after construction.

1.1.24 Contractor shall comply with the Texas Commission on Environmental Quality (TCEQ) Construction General Permit no TPDES TXR150000. Contractor shall abide by the Best Management Practices General Notes in Appendix B (Page 11) for all construction activities to include construction of the East Runway Overruns and Power Check Pad Construction (Both Southeast and Southwest Aprons).

1.1.25 References: Applicable Unified Facilities Criteria (UFC) and US Air Force Engineering Technical Letters include but are not limited to the following:

1.1.11.1 UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) Format Standard, with Changes 1-4

1.1.11.2 UFC 3-250-03 Standard Practice Manual for Flexible Pavements

1.1.11.3 UFC 3-250-04FA Standard Practice for Concrete Pavements

1.1.11.4 UFC 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and Concrete

1.1.11.5 UFC 3-260-01 Airfield and Heliport Planning and Design

1.1.11.6 UFC 3-260-02 Pavement Design for Airfields

1.1.11.7 Air Force ETL 04-2 Standard Airfield Pavement Marking Schemes

1.1.11.8 Air Force ETL 07-3 Jet Engine Thrust Standoff Requirements for Airfield Asphalt Edge Pavements

1.1.11.9 Air Force ETL 97-18 Guide Specification for Airfield and Roadway Marking

1.1.11.10 Air Force Instruction (AFI) 32-1042 Standards for Marking Airfields

2.0 CLIN0001: Concrete Repair: The scope of work is a full depth replacement of the Portland Cement Concrete (PCC) pavement within the areas defined on the drawings and specifications for East Ramp, TYMX131002B. Work also includes replacing/compacting the aggregate base course beneath the replaced slabs.

2.1 The centerline of the adjacent taxiway may need to be temporarily adjusted during each phase in coordination the Airfield Manager to ensure safe aircraft operations and construction.

2.2 Temporary taxi lines shall be included to reroute airplanes around the construction areas and then removed once the project is complete. These temporary taxi lines shall be coordinated with the airfield manager.

2.3 The contractor shall comply with all aspects of the east ramp drawings and specifications including phasing, demolition, paving plans, spot elevation and contour plans, pavement marking plans, details, and taxiway closure details.

2.4 The Contractor shall prepare a construction phasing plan meeting all the RFP requirements and additional base requirements as outlined in the drawings.

2.5 A critical path method (CPM) schedule shall be developed by the contractor, and submitted to the Government within 10 days of project award: to include the construction phase of the project schedule developed by the Contractor. That schedule shall take into consideration the airfield operations requirements and also include a minimum of 48 hours between phases to allow the Airfield Management to adjust traffic operations following the approved Phasing Plan.

2.6 Airfield Painting: Contractor shall repaint the repaired concrete IAW the drawings provided.

2.7 The contractor shall assume that existing yellow lines are painted with lead based paint. The contractor shall capture all debris for a Toxicity Characteristic Leaching Procedure (TCLP) analysis and testing prior to disposal. Contractor shall properly dispose of contaminated materials in accordance with 01 35 35 Environmental Protection. Any disturbance of Lead Based Paint will have an OSHA Negative Exposure Assessment during the removal process in accordance with 29 CFR 1926.62.

2.8 Contractor shall paint all airfield markings to include the taxiway, apron, and overrun chevrons in accordance with applicable documents aforementioned in this SOW.

2.9 The contractor shall paint 6” black outlines around all of the yellow and white paint markings included on the runways, taxiways and apron. Examples of these outlines would be 6” black on both sides of a single 6” yellow paint marking and 6” black around all four sides of the white runway threshold markings.

2.10 All paint included in this project, including any bid options that are awarded, shall be retro reflective per specifications. The only exceptions are the 6” black outlines.

2.11 The contractor shall not remove paint or restripe when the temperature is below 40 degrees F, during lightning storms, or when the pavement is covered with ice.

2.12 The airfield (taxiways and aprons) will continue regular operation during this painting activity so at all times the aircraft shall be able to taxi/park/tow etc. Contractor shall coordinate with airfield management where temporarily moving aircraft parking is required. Contractor shall provide all necessary temporary airfield markings to ensure operations can continue and after the project the contractor shall remove any temporary markings placed.

3.0 CLIN0002: Design/Build Mill and Overlay Overrun East Runway 14L/32R: The contractor shall design/build, a mill and overlay of both overruns of the East Runway of JBSA Randolph (14L and 32R).

2.1 The contractor shall provide all personnel, equipment, tools, material, and supervision for the demolition/milling of the existing overruns, and installation of new overruns pavement for runway 14L/32R. Design/build documents shall be developed from schematic documents provided by the government. The new design for the overrun(s) shall be signed and sealed by a licensed Engineer in the State of Texas.

2.2 The technical requirements in this RFP are the minimum standards for the design and quality of construction and materials. The drawings and specifications are intended to allow the Contractor to choose from a range of acceptable alternatives or required standards of construction. However, deviations will not be allowed from details included in the RFP documents such as pavement dimensions, elevations, paving materials, or pavement layer thicknesses. It shall be the Contractor’s responsibility to provide a complete design, where required, and to provide a complete and useable facility. The contractor is responsible to acquire all information to address the items annotated within this SOW and referenced regulations, codes and guides. In addition, contractor shall abide by section “2.0 Applicable documents” of this SOW. Contractor shall field verify all dimensions and information provided.

2.3 The contractor is responsible for acquiring all information necessary including, but not limited to information available from the Government. Including preforming the aforementioned demolition/milling of the existing overruns, and installation of new overruns pavement for runway 14L/32R.

2.4 The overruns are approximately 1,000’ x 200’ each. The asphalt is 2-2.5” thick for approximately 150’ nearest the runway and double bituminous surface treatment for the remaining 850’. The existing base course beneath the milled asphalt should be properly repaired and prepared for resurfacing. The design shall be accomplished IAW UFC 3-260-01 Airfield and Heliport Planning and Design and UFC 3-260-02 Pavement Design for Airfields. The exception to this design shall include full depth asphalt (Minimum 2”) for the entire overrun length and width. The pavement design shall meet or exceed existing grades and drainage for the overruns 14L/32R.

2.5 The replacement asphalt design will meet all applicable FAA and UFC for overruns and airfields. The Airfield Markings (painting design and painting layout) shall meet all applicable FAA and Air Force Specifications for overruns and airfields, and shall be approved by 502d CES and Airfield Management before painting.

2.6 Construction on the overruns shall not interfere with flying operational hours of runway 14L-32R, which is 0700-1900hrs Monday-Friday, except Federal Holidays. Construction will be limited to one overrun at a time to the determination of 502 CES and Airfield Management.

2.7 Contractor shall maintain traffic control of aircraft on overruns during construction and utilize low profile airfield barricades spaced no more than 25’ apart centerline to centerline.

2.8 Coordinate a traffic control plan for each phase with 502 CES/CENMP and the Airfield Manager (12 OSS/OSAA).

2.9 The SOW, regulations, or UFC requirements takes precedence over the Government provided drawing in the event of a discrepancy.

3.0 CLIN0003 Repair Apron for Engine Test Pad, West Apron: The objective of this project is to install a new Power Check Pad and Anchor in the Southwest Parking Apron for the T-6 Aircraft, and to remove the anchor and steel which is currently located in the original Power Check Pad concrete slab (Southeast Apron). The Compass Rose and Power Check Pad shall be separated from each other to eliminate magnetic interference between the anchor/steel re-enforcements and the Compass Rose. Where the existing pad & anchor are removed, the contractor will install a new concrete pad(s).

The Contractor shall review the following specifics provided, and abide by all requirement in the Appendixes’ below as well as the General Requirements (Section 1.0) SOW for this CLIN:

Appendix A – General Specifications

Appendix E – Engineering Technical Letter 01-10

Appendix F – New Power Check Pad Drawings

3.1 Pre-Construction:

3.1.3 The Contractor shall install a new Power Check Pad and anchor at the Southwest Apron, and once completed remove the Power Check Pad located by the Compass Rose in the Southeast Apron. The Contractor is responsible for acquiring all information to take the conceptual design through construction documents, and perform the aforementioned demolition and construction. In addition, the Contractor shall abide by section “2.0 Applicable documents” of this SOW.

3.1.4 A conceptual design drawing is provided for minimum requirements to follow. The SOW, Regulations, UFCs and ETL 01-10: Design and Construction of High-Capacity Trim Pad Anchoring Systems requirements takes precedence over the Government provided drawing in the event of a discrepancy.

3.1.5 The Contractor shall provide all personnel, equipment, tools, material, and supervision to install: new Power Check Pad, airfield pavement, and demolition of existing Power Check Pad. Design document provided to Contractor for the new Power Check Pad shall be verified, signed and sealed by a licensed Engineer in the State of Texas. The As-Built drawings shall be signed and sealed by a licensed Engineer in the State of Texas

3.1.6 Contracting Officer Representative (COR) shall be notified in writing, 48-hours in advance, of all steel location and all density testing that will be performed by the Contractor or contractor’s independent testing firm. Contracting Officer Representative shall witness all construction material sampling and all density testing.

3.1.7 Contractor shall complete an existing conditions survey. The survey shall be detailed enough to determine the existing conditions of the airfield pavement and to provide locations of demolition of the existing Power Check Pad (Southeast Apron) and installation of the New Power Check Pad (Southwest Apron). The survey shall include, but is not limited to:

3.1.7.1 Existing width and length of the reinforcement of the Power Check Pad located in the Southeast Apron. Extra length for the reinforcement should be considered for the dowel bar.

3.1.7.2 All existing airfield joints.

3.1.7.3 All existing slab cracking/spalling.

3.1.7.4 All existing “cuts” in the pavement and the tie down area.

3.1.7.5 The existing airfield slabs are to remain around the existing Power Check Pad and anchor and new Contractor installed Power Check Pad and anchor.

3.1.7.6 At the Southeast Apron, all reinforcing steel including: dowel bars, temperature and shrinkage bars, and anchor tie down steel, shall be surveyed to confirm that the reinforcing steel location is known prior to demolition.

3.1.7.7 The depth of the slab for the Power Check Pad shall be field verified by the Contractor

3.1.8 Contractor shall develop a phasing plan for the installation of the new Power Check Pad; and the demolition of the existing Power Check Pad. This Phasing Plan must meet the requirements of UFC 3-260-01 Airfield and Heliport Planning and Design, Section 14 and once approved cannot be changed without approval of the Airfield Manager in conjunction with the Contracting Officers representative. Where the existing pad and anchor are removed, the contractor will install a new concrete pad(s).

3.1.8.1 Coordinate an aircraft taxiing control plan for each phase with the Airfield Operations through 502nd CES/CENMP and the Airfield Manager.

3.1.8.2 The construction area on the Southwest Apron will be barricaded off during installation of the new pad/anchor IAW ETL04-2 with barricades spaced no more than 25 ft. apart to ensure airfield vehicles and aircraft do not inadvertently enter this area.

3.1.8.3 Provide aircraft taxiing control to include signs, low profile airfield barricades, and flag personnel.

3.1.9 Contractor shall develop a proposed demolition plan for the removal of the Southeast Apron Power Check Pad, where the anchor and all of the steel is to be removed. In addition to the installation of airfield pavement plan, the Contractor shall submit to the Government, for prior approval, construction and demolition activity plans. The construction area on the existing Power Check pad will be barricaded off during demolition of the pad/anchor IAW ETL04-2 with barricades spaced no more than 25 ft apart to ensure airfield vehicles and aircraft do not inadvertently enter this area. Additionally, aircraft will still need to access the Compass Rose portion of the Southeast apron. The Compass Rose markings must not be damaged by the anchor demolition or new pad installation.

3.1.10 Contractor shall develop a Storm Water Pollution Prevention Plan and submit it to the Government for approval prior to any construction activity.

3.2 Demolition:

3.2.3 Contractor shall remove the existing Power Check Pad located in the Southeast Apron near the Compass Rose.

3.2.4 Contractor shall remove all steel reinforcing the Power Check Pad, including the dowel bars in the accompanying slabs/joints. The steel locations are assumed to be based off of Engineering Technical Letter (ETL) 01-10: Design and Construction of High-Capacity Trim Pad Anchoring Systems. Contractor shall field verify the location of steel on the existing Power Check Pad.

3.2.5 The approximate size of the existing Power Pad is 22’Lx22’W, and 12 inches deep (Not including dowel bars). The main reinforcement is assumed to be a 12’Lx12’W, 43 inches deep, Contractor to verify (Not including Dowel bars). Note: the steel anchor is located in the middle of Power Check Pad.

3.2.6 Contractor shall protect and preserve existing airfield pavement that is adjacent to, or shares a joint with the existing Power Check Pad.

3.2.7 Contractor shall remove the existing Power Check Pad in sections so that heavy duty vehicles are not overloaded and damage the existing airfield pavement during transportation.

3.2.8 Contractor shall provide trench protection where needed after demolition of the Anchor Block and Steel.

3.2.9 Airfield pavement shall be replaced after demolition of the existing Power Check Pad. Contractor shall submit a new design for airfield pavement to be approved by the Government, UFC 3-260-02 Pavement Design for Airfields. The design for the new airfield pavement shall be signed and sealed by a licensed engineer in the State of Texas.

3.3 Construction:

3.3.3 Contractor shall install the new Power Check Pad/Anchor and it shall be fully operational before the remova1 of existing Power Check Pad/anchor. Once the old Power Check Pad is removed, the contractor shall install new concrete pad(s) where the old pad was removed; this new pad will have no steel re-enforcements. No magnetic reinforcement shall be used to support pavement because of the magnetic inference with the Compass Rose. The airfield pavement that is to be installed in place of the existing Power Check Pad shall have the same airfield joint pattern of other existing slabs on the Southeast Apron. The exception for matching joint pattern of existing shall depend on the design of the new airfield pavement.

3.3.4 502 CES/CENMP shall confirm with the Contractor the location of the Southwest Power Check Pad prior to construction. Removal of the slab shall not damage existing Airfield pavement that is adjacent to the construction site. The Airfield Slab is approximately 20’Lx12.5’W and has an approximate depth of 8.5”.

3.3.5 All steel installed shall be ASTM A-615, Grade 60, Billet Steel. Contractor shall have all steel inspected for proper location, effective length, and material properties. The Steel Anchor shall be AISI 8620H, Minimum Yield Strength of 65 KSI.

3.3.6 Contractor shall remove a minimum of 8 inches of base material from the area where the airfield slab was removed. Replace the subgrade with a minimum of 8 inches of Crushed-Graded Aggregate Base Course (Specification UFPS 32 11 23) in 2 inch lifts and compacted to a density of 96% compaction. Plastic Index (PI) shall be less than 10.

3.3.7 Airfield joints on each of the 4 sides of the new Power Check Pad shall be properly prepared for installation of new 1 inch diameter by 16” long dowel bars, drilled 8” into the existing slab. The dowel bars shall be installed 12” on center and shall be perpendicular to the airfield joints (90 Degrees). On the 20’ long side of the pad, the distance from the corners of the pad to the first dowel bar shall be 24”. On the 12.5’ side on the pad, the distance from the corners to the first dowel bar shall be 15”. Refer to the attached preliminary drawing for additional information.

3.3.8 All Temperature/Shrinkage and Reinforcing Steel bars shall conform to Specification UFPS 03 20 01.00 10 Concrete Reinforcement, and UFC 3-260-02 Pavement Design for Airfields. There shall be no splices within the effective length of the steel. Contractor shall maintain a 3” clearance between the Airfield joint and both reinforcing and temperature/shrinkage steel bar (both side of the reinforcing bar). A #4 bar shall be place at 12” on center in both directions (shorter bar shall be tied on bottom and long bar on top). Contractor shall reference the conceptual drawings for new Power Check Pad installation.

3.3.9 Power Check Pad shall have a hat shaped tie down anchor. The Steel Anchor shall be AISI 8620H: Minimum Yield Strength of 65 KSI and have a diameter of ¾ inch. The Steel Anchor shall be tied below all reinforcing steel and maintain a 3 inch concrete cover from the bottom of the Airfield slab. Steel Anchor shall be installed with the loop of the anchor 2 inches above final grade of airfield slab. The top of the Airfield slab shall allow for hand access (shackle access) below the loop of the anchor. Hand access shall be given by an oval shaped cup that is 2 inches in depth from the final grade of the slab. Power Check Pad Steel Anchor shall be oriented to 335 Degrees NWbN/155 Degrees SEbS. The new pad/anchor must have a minimum pull/load capacity of 10,000lbs and minimum of +/- 20 degrees either side of center for direction of pull/load; the maximum variance in direction of pull/load is desired, with +/- 20 degrees either side of center for direction of pull/load being the minimum variance required.

3.3.10 Concrete shall have a minimum compressive strength of 4,500 PSI at 28 day strength and conform to UFC 3-260-02 Pavement Design for Airfields. Depth of concrete shall be 8½ inches with the steel placement at 4½ inches (middle of slab).

3.3.11 Striping directs how the aircraft will taxi on and off of the Power Check Pad in the Southwest Apron. All striping must be approved by the Airfield Manager and follow ETL04-2 guidance. A Medallion shall be installed adjacent to the anchor of Power Check Pad identifying the maximum amount of load (10,000 Pounds of Force) to be permitted on Tie Down Anchor and date it was installed. The maximum variance in direction of pull/load either side of center must be clearly marked, to ensure the limit is not exceeded. The maximum variance shall be marked with airfield paint 50 feet away from for Tie Down Anchor. This marking is not addressed in ETL04-2 and must be approved by the Airfield Manager prior to installation. Existing striping shall be removed on the Southwest Power Check Pad: a conceptual design drawing is provided for minimum requirements for Power Check Pad striping. The Airfield Marking Plan (painting design and painting layout) shall meet all applicable FAA and Air Force Specifications for Aprons and airfields, and shall be approved by 502d CES and Airfield Management before painting.

3.3.12 All work shall be performed in strict accordance with the provided Contract specifications, drawings, JBSA – Randolph regulations, local, State, Federal codes, regulations, and Contract requirements as applicable. It is the Contractor’s responsibility to secure access to specific governing criteria as required. The Government relies on the Contractor to follow and implement the necessary codes as the expert General Contractor (GC). Contractor shall perform construction in accordance with the specifications (UFGS) within this solicitation and shall add additional Unified Facilities Guide Specifications as required. The Contractor shall follow and abide by the UFC and referenced industry code within the UFC. It is the Contractor’s responsibility to secure access to specific codes as required.

5.0 POCs: The Government shall be represented by the following individuals:

Project Manager/COR: Robert Henkel

502CES/CENMP

(210) 652-0657 Alt. Project Manager:

Zachary S. Dean, EIT`

502CES/CENMP

(210) 652-1810

Contracting Officer:

Jon Sanders

502CONS/JBKCA

(210) 652-9103 Airfield Manager: Geren Fawver

12 OSS/OSAA

(210) 652-8160

6.0 APPLICABLE DOCUMENTS

6.1 The Contractor shall identify and comply with all applicable federal, state, and local statutes; DoD/Air Force instructions, manuals, handbooks, regulations, guidance, and policy letters including but not limited to the most recent version of; International Building Code (IBC); Unified Facility Criteria (UFC); Uniform Plumbing Code (UPC); Uniform Mechanical Code (UMC) National Fire Protection Association (NFPA); National Electrical Code (NEC); American Concrete Institute building code (ACI 318); AISC Steel Construction Manual; Adoption of Architectural Barriers Act (ABA) Guidelines for Accessibility; Specifications included with this solicitation; JBSA Randolph compatibility guide; and including all changes and amendments in effect on the date of issuance of this DO. It is the Contractor’s responsibility to identify and comply with all applicable requirements.

6.2 In addition, the Contractor shall abide by the following regulations:

6.2.5.1 AEC CAD Standard ERDC ITL TR 09-2

6.2.5.2 US Army Corps of Engineers Safety and Health Requirements Manual

6.2.5.3 Manual on Uniform Traffic Control Devices 2009 Edition

6.2.5.4 TT-B-1325 C Beads (Glass Spheres) Retro-Reflective

6.2.5.5 TT-P-1952E Paint, Traffic and Airfield Markings, Waterborne

6.2.5.6 UFC 3-250-03 Standard Practice Manual for Flexible Pavement

6.2.5.7 UFC 3-250-04 Standard Practice for Concrete Pavements, with Change 2

6.2.5.8 UFC 3-250-06 Repair of Rigid Pavements Using Epoxy Resin Grouts, Mortars and Concretes

6.2.5.9 UFC 3-260-02 Pavement Design for Airfields

6.2.5.10 UFC 3-260-01 – Airfield and Heliport Planning and Design

6.2.5.11 AFI 32-1042 – Standards for Marking Airfields

6.2.5.12 ETL 04-2 – Standard Airfield Pavement Marking Schemes

6.2.5.13 12 FTWI 13-213 – Airfield Driving

6.3 The Technical Specifications for this project are numbered and organized by the Construction Specification Institutes (CSI) Master Format. Standard Specifications shall be used in conjunction with work authorization description and any drawings that may be provided by the Government. Contractor shall use the most recent CSI format as adopted by the federal government. The specifications are provided with the solicitation/contract.

6.4 The project specifications are broad in scope, nature and contain a variety of items. It is not possible to create a comprehensive specification capable of addressing every condition to be encountered. Consequently, the contract specifications are intended to indicate the quality of materials and workmanship to be provided to the Government. In the event that a specific line item description conflicts with the provisions of the specifications provided, the selection of or approval for use of that line item for use in this project does not constitutes a waiver of the specific provision of the specifications with which the description conflicts.

GOVERNMENT-FURNISHED INFORMATION, EQUIPMENT, MATERIAL, AND PROPERTY (GFI, GFE, GFM, GFP) The Government will provide information in the form of available plans, reports, maps, drawings, and as-builts as necessary to facilitate accomplishment of the work required in the contract Statement of Work. However, these GFIs are not warranted to show conditions as they actually exist. The designer shall field verify information shown on the as-built drawings for accuracy to ensure technical adequacy of design.

The contractor shall review the following specifics provided:

Appendix A – General Specifications

Appendix B – East Apron Drawings

Appendix C – East Apron Specifications Appendix D – Existing Randolph 14L/32R Overrun drawings

Appendix E – Engineering Technical Letter 01-10

Appendix F – New Power Check Pad Drawings

7.0 MANAGEMENT, PLANNING, AND REPORTING REQUIREMENTS

The Contractor shall implement a full range of construction and engineering activities in accordance with all applicable compliance documents. The Contractor shall supply all labor, equipment, supervision and materials necessary to accomplish the work assigned unless otherwise specified. The Contractor shall perform management and planning functions, including performance measurement and funds status reporting, through the course of the effort.

Work Breakdown Structure (WBS) The Contractor shall prepare and submit, for Government approval, a WBS in a logical sequence in which the Contractor proposes to perform the work and dates on which the Contractor contemplates starting and completing all schedule activities. The WBS shall be reflective of the entire project schedule, to include design and construction activities. The WBS shall be consistent with the Construction Specifications Institute (CSI) Master 2004 format for construction activities. The WBS shall be used to report the cost and schedule status for this project. All tasks required under this SOW shall be included in the WBS and be identified by unique Construction.

7.1 Integrated Master Schedule (IMS)

The initial IMS and AF Form 3064 shall be submitted for approval within 10 business days after contract award for government review, evaluation, and approval on an AF Form 3000. The Government requires the Contractor to prepare the IMS to clearly demonstrate the duration of each phase of the project. The IMS shall include an appropriate level of detail and include all necessary activities, tasks, and subtasks to reflect the actual progress of scope and shall include all major cost/schedule drivers such as design plans, major material submittals and/or long lead-time items, work plans, major construction tasks, critical path, and project close-out. The schedule must provide 10 business days for review and approval of all design and construction material submittals. The schedule from the contractor’s accepted proposal shall become the baseline schedule upon contract award until a revised IMS is approved. During subsequent revisions to the IMS, the Government shall use the current baseline schedule to determine acceptability to include the initial schedule from the contractor’s accepted proposal.

The Government shall use the IMS to measure the progress of the work and aid in evaluating all progress payments. The project schedule shall be price loaded with relationships to CSI divisions. The contractor shall submit progress updates monthly. At a minimum, the AF Form 3064 shall be derived from the IMS and be structured by major CSI divisions and assigned appropriate value in relationship to overall work and contract value. The contractor shall submit an AF Form 3065 every month which is derived from the progress updated IMS and commensurate with work performed.

Upon substantial design completion, a re-baselined IMS containing a fully detailed construction phase shall be provided by the Contractor and approved by the Government before a full NTP will be issued by the Contracting Officer. The approved IMS shall not be re-baselined by the contractor without approval by the Government.

The Contractor shall provide for weather delays that prohibit productive construction in their construction schedule.

7.2 Project Schedule

The project schedule shall define the time line of all major activities required to implement the contractor’s action for the project. Phasing of the contractor’s action shall be based upon the coordination and approval of the government. The project schedule shall define all equipment shutdown and re-activation dates. Also, the Contractor shall define the use of any temporary equipment necessary to perform equipment shutdowns. The project schedule shall be presented utilizing a Gantt chart, which shall depict cost loading, start & finish dates, float, critical path, and percent complete for each task. The project schedule shall be reported using the approved WBS.

7.3 Meeting and Conference Requirements

The Contractor shall attend meetings necessary to support design coordination, design review, construction activities, etc. The Contractor also shall attend and support weekly meetings and/or teleconferences. The Contractor shall prepare and maintain the weekly meeting report which shall include the record of new and old discussion of technical issues, weekly earned value progress showing percent complete actual versus plan, tabular report of late tasks derived from the progress updated IMS, a two week look ahead, and tabular report for RFIs and submittals (open and upcoming). The Contractor shall prepare, and submit for review, presentation materials for meetings and an agenda. The Contractor shall support “Red Zone Meetings” as part of the closeout of the project. The “Red Zone” shall commence at 80-percent of construction completion. At this meeting, the Contractor and the project stakeholders shall discuss, define, and achieve consensus on actions necessary to complete construction, support user occupancy, perform financial closeout, and document the fiscal closeout of the project in the Real Property Records.

Contractor Documentation The Contractor shall maintain a Master Document List (MDL) AF Form 66, that includes all documents, whether the documents are a deliverable or not, which are prepared during the course of the contract. The MDL and its documents shall be maintained in libraries readily available for submittal to the Government. The Government requires 10 business days for review and approval of submittals. All Material Submittals shall be accomplished in accordance with the instructions pertaining to AF Form 3000, Material Approval Submittal.

Notification Requirements The Contractor is required to notify the Contracting Officer (CO) and the Project Manager (PM) of critical issues that may affect the contract performance and/or human health and the environment. The types of issues that require notification include, but are not limited to, health risks, spills, changes in critical personnel, and finding unexploded ordnance (UXO). As an example, if UXO were discovered during field activities, the Contractor would be required to immediately stop work, report the discovery to the facility Point of Contact (POC), CO, and COR, and implement the appropriate safety precautions. Field activities could not continue until clearance was received from the CO. On critical issues, verbal notification should be made immediately, followed by written notification as soon as practical.

7.4 Permits

The Contractor shall develop, coordinate, and assist the installation in applying for and obtaining all applicable permits, access (including off-base easements and leases), agreements, licenses, and certificates. The Contractor shall maintain a library of these documents at the Contractor’s site office as well as the corporate facility. The Contractor shall comply with all applicable permit conditions. The Contractor shall include permit activities on the schedule and report status of permit with each design submission.

7.5 Worksite Activities and Coordination

7.5.5 The Contractor shall be responsible for protecting the lives and health of employees and other persons on the work site; preventing damage to property, materials, supplies, and equipment, avoiding work interruptions and complying with Occupational Safety and Health Administration (OSHA) safety and local safety office requirements. The Contractor shall perform all operations in a prudent, conscientious, safe and professional manner and conform to the safety requirements contained in the contract for all activities related to the accomplishment of the work. The Contractor shall maintain documentation supporting training records on site and have written Health and Safety Plans on site and available for workers and/or regulatory review. The Contractor shall provide the CO copies of any OSHA report(s), regarding a project site, submitted during the duration of the contract. For areas not covered by OSHA, the Contractor shall comply with regulations regarding safety and health and the current edition of the U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1. Document can be found at http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx?udt_43544_param_page=2.

The Contractor shall record and report promptly (within 1 hour) by telephone, facsimile or other direct means to the CO, Base Project Manager, and to the military installation’s Safety Office, all available facts relating to each instance of damage to Government property or injury to either contractor or Government personnel. In the event of an accident/mishap, take reasonable and prudent action to establish control of the accident/mishap scene, prevent further damage to persons or property, preserve evidence until released by the accident/mishap investigative authority through the CO, and immediately report the incident to the Base Fire Department at 911. If the Government elects to conduct an investigation of the accident/mishap, the Contractor shall cooperate fully and assist Government personnel in conducting of the investigation until it is completed.

The Contractor agrees that his personnel and equipment are subject to safety inspections by Government personnel while on federal property.

8.0 PLANS, REPORTS, AND DELIVERABLES

8.1 Health and Safety Plan

The contractor shall provide a Health and Safety Plan in accordance with EM 385-1-1.

Quality Assurance Plan (QAP) The Contractor shall prepare, for Government review and acceptance, a site-specific QAP that consists of plans, procedures, and organization necessary to produce an end product which complies with the contract requirements. The QAP shall cover all definable features of work (design and construction operations, both onsite and offsite) and be keyed to the design and construction sequence. The Quality Assurance Plan must indicate the designer’s integral role throughout design and construction. The project superintendent must maintain a physical presence at the site at all times and is responsible for all construction and related activities at the site, except as otherwise acceptable to the Contracting Officer.

The QAP shall provide procedures for tracking preparatory, initial, and follow-up control phases and control, verification, and acceptance tests including documentation. The Contractor shall address procedures for tracking design and construction deficiencies from identification through acceptable corrective action and establish verification procedures that identified deficiencies have been corrected.

Acceptance of the Contractor's plan is required prior to the start of design and construction. Acceptance is conditional and will be predicated on satisfactory performance during the design and construction. The Government reserves the right to necessitate the Contractor make changes in the Contractor’s Quality Assurance Plan and operations to obtain the quality specified to meet acceptance by Federal, State, and local regulators or code inspectors.

8.2 Work Plan (Design)

The Contractor shall prepare a design that will adequately meet the requirements stated within this statement of work. Each design submittal package shall include at a minimum the following sections.

8.2.5 Cover Sheet

The cover sheet shall display as a minimum, the following information: Date, Title, Contractor’s Name, Contract Number, Project Number, RFP Number, and Installation or site location. In addition, the cover sheet shall include the Contractor’s mailing address and a minimum of two (primary and alternate) points of contact (POC) for the project. The information of each POC shall include as a minimum: title, telephone number, fax number, and e-mail address.

8.2.6 Executive Summary

The executive summary shall include, but not be limited to: Project location, a brief description, background, and other information that may contribute to general cognizance of the project.

Work Plan Description

The description shall include detailed discussions of the work to be performed including descriptions of the work items to be removed and/or installed, all assumptions, a list of specific codes and standards to which the work will adhere, and all conclusions and recommendations, a list of major equipment, and a description of the major systems.

8.2.7 Method of Work

The work plan shall include a schedule of how the work is to be accomplished; in-house, subcontractor, or factory installed. Each Contractor or factory representative to be used to perform the work defined in the contract shall be listed and described. The list shall also include a brief narrative of the responsibilities and duties of each Contractor and/or factory representative. Provide rationale for why the work is to be performed by the entity proposed (i.e., cost effective, quality, schedule).

Submittal Register The Submittal Register shall list all drawings, manufacturer’s data, operation and maintenance manuals, etc. as required by the Statement of Work, or Specifications, which will be submitted subsequent to the Work Plan. Each submittal listed shall indicate by section and paragraph, the mode of requirement, (i.e. Statement of Work section and paragraph, Specification section and paragraph, etc.) Each submittal listed shall have all information filled out in its entirety, for each of the data columns on the Submittal Register Form (AF66).

8.2.8 Manufacturer’s Data

Manufacturer’s catalog cuts and specifications shall be submitted as required to document the equipment and materials to be supplied. All catalog cut sheets shall clearly indicate the equipment selection by circling, or marking with an arrow. Also, manufacturer’s installation procedures or execution specifications shall be included as required to indicate the methods and means of installation of all material and equipment. The Contractor shall use the manufacturer’s data to tie together the shop drawings, catalog cuts, and installation requirements into a comprehensive package that defines the contractor’s action.

9.0 SITE WORK

9.1 Conservation

Activities shall be planned and implemented in a manner that protects existing site utilities, structures, surface features, service operations, monitoring and other types of wells, and the general site environment. This includes the protection of trees, shrubs, and other vegetation not in the affected zone from dust damage, soil compaction, and physical contact with machines and equipment. If appropriate, the Contractor shall conserve uncontaminated topsoil by removal, storage, or redistribution. All reasonable measures shall be taken to minimize and suppress fugitive emissions of dust, vapors, and other site materials during site work. All fill materials shall be uncontaminated. The Contractor shall conduct all operations and activities with the intent of reducing the amount of pollution generated. Specific areas to be focused on are generation of solid waste, use of hazardous materials, use of ozone-depleting chemicals, generation of hazardous waste, and use of energy and water. The Contractor shall plan, construct, operate, maintain, optimize, and decommission systems necessary to control storm water run-on and runoff; and transport surface water drainage to a treatment plant, discharge location, or any other destination.

9.2 Site Preparation

The Contractor shall perform site work as necessary to prepare sites for construction activities. Security and access controls shall be implemented to prevent unauthorized entry to sites and to protect wildlife from site exposure. The Contractor shall survey existing conditions to determine adequacy to support site activities. The Contractor shall obtain appropriate approvals and shall construct connections or new systems for electrical power, water, sewer, gas distribution, telephone, and other utilities, as required, to accomplish the activities.

9.3 Demobilization

The Contractor shall demobilize facilities as necessary, and restore the site to its existing condition. The Contractor shall remove any temporary facilities and implement erosion control measures such as seeding, mulching, sodding, and erosion control fabrics; restore roads, structures, and utilities; and plant trees, shrubbery, grasses, and other vegetation to existing conditions. The Contractor shall document and report on activities and train Government personnel to perform required facility equipment operation and maintenance, as requested.

CONSTRUCTION SERVICES

9.4 Pre-Final Inspection

The Contractor shall conduct a pre-final walk through inspection and publish the pre-final inspection findings in a pre-final inspection report. Commissioning shall be completed prior to the pre-final inspection taking place.

9.5 Final Inspection

The Contractor shall attend a final inspection and publish the…