Att10_190230_SOW.pdf

Statement of Work - 1 of 25

STATEMENT OF WORK

REPAIR ARNOLD AVE BETWEEN H AVE AND M AVE

Project #: WWYK190230 Work Task #: 21949

Revision: 0 Issued: 31 MAR 26

1. SCOPE

1.1 GENERAL

The work to be performed under the terms of this Contract consists of furnishing all materials, labor, plant, tools, transportation, equipment, testing services, quality control and incidentals required to accomplish the repair of pavement by full depth replacement and mill & overlay of Arnold Ave between H & M Avenues at Tinker Air Force Base (AFB), Oklahoma (reference the project drawings for additional location information).

The Contractor shall perform a site investigation to verify existing conditions. If necessary, additional as-built drawings are available from 72 ABW/CE - Engineering Support, located in B400.

The Contractor shall be responsible for identifying the necessary logistical, architectural, and structural work elements required to perform the work as described herein. Assemblies, framework, fixtures, or apparatus not readily identified on the project drawings, specifications, or this Statement of Work (SOW) shall be provided by the Contractor as required for a complete, fully operating, and functioning system or systems ready for use by the Government.

Information such as floor plan layouts and dimensions; structural, mechanical, and electrical data; and location of underground utilities provided by the Government for existing and new construction are based on available as-built documentation, field observation, and equipment selected as design basis by the Government. This information is to be considered approximate and shall be field verified by the Contractor.

1.2 DEFINITIONS

1.2.1 Contracting Officer (CO)

An individual with the authority to enter into, administer, and/or terminate contracts and make related determinations and findings. The term includes certain authorized representatives of the contracting officer acting within the limits of their authority as delegated by the CO.

The CO is the ONLY person authorized to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the contract.

1.2.2 Contracting Officer’s Representative (COR)

An individual designated by the Contracting Officer to perform specific technical or administrative functions.

The COR is not authorized to make any commitments or changes that will affect price, quality, quantity, delivery, or any other term or condition of the Contract. It shall be the Contractor’s responsibility to contact the CO concerning any matters where the Contractor believes that the

31 MAR 26 Statement of Work - 2 of 25 WWYK190230 direction received from the COR may affect price, quality, quantity, delivery, or any other term or condition of the Contract prior to performing work or purchase of material.

1.3 CONTRACTOR PERSONNEL

1.3.1 General Requirements

The Contractor shall ensure that employees and subcontractor employees have current/valid licenses and certifications necessary to perform their functions. Any cost or time associated with obtaining licenses or certifications shall be at the Contractor’s expense.

Personnel shall be easily recognized as a Contractor employee or sub-contractor. This may be accomplished by wearing distinctive clothing bearing the name of the company or by wearing appropriate badges that contain the company name and employee name. The badge shall be displayed on the outer clothing, on the front of the body between the neck and waist and must be visible at all times. The badge shall clearly identify the individual as a contractor employee.

1.3.2 Key Personnel

The Contractor shall, at a minimum, provide the following key personnel. Submit resumes for personnel fulfilling each of the key positions described below within five (5) calendar days after

NTP.

Exceptions or variances to experience requirements must have prior approval from the Contracting Officer (CO)/Contracting Officer's Representative (COR); exceptions/variances will be considered where the Contractor can demonstrate comparable experience and/or competency.

Forward any requests for variance to the CO; include resumes for personnel listing the qualifications to be considered (e.g. education, experience, professional certifications, etc.).

Required experience levels shall be maintained throughout the duration of the agreement.

When personnel changes are required, resumes and a revised organization chart shall be submitted to the CO within five (5) business days of a vacated or filled position.

One Contractor employee may hold up to two (2) key positions; exceptions are noted below (e.g. a Project Superintendent cannot fulfill the role of the Quality Control Manager). Contractor employees holding more than one key position must meet the minimum requirements for both positions.

1.3.2.1 Project Manager (PM)

The PM will be responsible for the overall performance of this Contract. The PM shall have a minimum of ten (10) years combined experience in the following positions:

Project Superintendent, Quality Control Manager, Project Manager, Project Engineer, or Construction Manager with general contracting firm engaged in multi-trade commercial construction contracts. The individual must have at least two (2) years' experience as a Project/Program Manager. Provide the name of PM, in writing, to the CO upon award of the Contract.

The Contractor shall designate an Alternate PM who may act on behalf of the Contractor when the PM is absent. Qualifications for the Alternate are the same as for the PM. Provide the name of the Alternate, in writing, to the CO upon award of the Contract.

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The PM or Alternate shall have direct oversight of all project planning, design, and construction activities. The PM shall provide overall Contract management, including full authority to develop proposals, negotiate, and sign modifications to Contract;

provide subcontract administration; review material submittals and shop drawings;

and shall attend all status meetings, site visits and pre-final/final inspections.

The CO must be able to contact the PM or Alternate by phone at all times. Throughout the life of this agreement, the PM or Alternate shall be available to meet with the CO at Tinker AFB one (1) hour during normal duty hours.

1.3.2.2 Quality Control Manager (QCM)

The QCM is responsible for management of the Contractor Quality Control (CQC) Program. The QCM shall have the minimum qualifications set forth in specification section 01 45 00.00 10, Quality Control (for purposes of this SOW, QCM is equivalent to CQC System Manager).

The Contractor shall designate an Alternate QCM who may act on behalf of the Contractor when the QCM is absent. Qualifications for the Alternate(s) are the same as for the QCM.

Contractor may designate additional quality control (QC) staff as specified in 01 45 00.00 10 (e.g. Assistant QC Manager or QC specialists).

Provide the names of QC staff to the CO upon award of the Contract, as a part of the Quality Control Plan.

The QCM and their staff shall coordinate and review all material and shop drawing submittals, including those of subcontractors, offsite fabricators, and suppliers;

prepare quality control (QC) reports; schedule and coordinate testing procedures; and attend all status meetings, site visits, and pre-final/final inspections.

The Contractor's QC staff shall maintain a presence at the site at all times when work is being performed to ensure that the materials and workmanship are in accordance with the project drawings and technical specifications, as well as approved shop drawings and material submittals. The QCM or Alternate shall visit the project site daily.

For additional information regarding the requirements for Contractor’s Quality Control Program, refer to specification section 01 45 00.00 10.

The QCM can serve as the Site Safety and Health Officer.

1.3.2.3 Site Safety and Health Officer (SSHO)

The SSHO is responsible for management of the Contractor Health and Safety Program (for purposes of this SOW, the Health and Safety Program is equivalent to Safety and Occupational Health Program in EM 385-1-1, U.S. Army Corps of Engineers Safety and Health Requirements Manual). The SSHO shall have the minimum qualifications set forth in EM 385-1-1.

The Contractor shall designate an Alternate SSHO who may act on behalf of the Contractor when the SSHO is absent. Qualifications for the Alternate(s) are the same as for the SSHO.

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Provide the names of the SSHO and Alternate to the CO upon award of the Contract as a part of the Health and Safety Plan.

The SSHO or Alternate shall visit the construction site daily to ensure full compliance with all health and safety requirements.

When the SSHO or Alternate is not on site, a Designated Representative (DR) may be used (reference EM 385-1-1). The SSHO, an Alternate, or a DR shall be on the construction site at all times when work is being performed.

1.3.2.4 Project Superintendent

The Superintendent must have a minimum of five (5) years’ experience in construction with at least two (2) of those years as a superintendent on commercial projects similar in size and complexity to the requirements of this Contract. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance.

The Contractor may designate an Alternate Superintendent, who may act on behalf of the Contractor when the Superintendent is absent. Qualifications for the Alternate are the same as for the Superintendent, except previous experience as a superintendent is not required; subcontractors will not be used as Alternates.

Provide the names of the Superintendent and the Alternate to the CO upon award of the Contract.

The Superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence for the Contract. Superintendents shall provide on-site supervision, submit progress reports; schedule and coordinate subcontractors and material suppliers; and attend all status meetings, site visits and pre-final/final inspections.

An individual Superintendent may be assigned to more than one Contract; however, the Superintendent shall not be assigned to more than 5 active Contracts at Tinker AFB unless approved by the CO. Alternates may only be assigned to a single Contract/ job site.

The Superintendent shall visit each respective Contract/job site daily. Either the Superintendent or the Alternate shall be at the job site at all times when work is being performed. The Superintendent must arrive at the job site within 30 minutes of telephone direction from the CO, Contract Specialist, or Construction Quality Assurance (QA) Inspector.

The Superintendent or Alternate(s) cannot be a member of the QC staff.

The Superintendent or Alternate(s) can be the Designated Representative (reference section SITE SAFETY AND HEALTH OFFICER elsewhere in this document).

1.3.3 Subcontractors

Subcontractor firms performing ‘delegated’ design shall be authorized to offer engineering or architectural services in a US State or Territory. An Oklahoma license will not be required for individuals responsible for signing/sealing documents.

All subcontractor firms shall be licensed in their specialty where required; Contractor will provide a copy of these licenses as part of the QC Plan.

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1.4

1.5

BADGES

AFMC Form 387, Air Force Material Command Identification Cards (i.e. contractor badges) are required for Contractor personnel to access/work on Tinker AFB. The Contractor must have all personnel badged prior to commencing work.

Contractor shall designate an employee to act as Certifying Official for all personnel requiring badges. The designated Certifying Official shall complete Appointment of Security Representative letter and submit to the COR upon award of the Contract; a copy of this letter (Attachment 1) is included on the attached CD.

Upon approval, Contractor’s Certifying Official will be responsible for completing an AFMC Form 496, Application for AFMC Identification Card, for all personnel requiring a contractor badge. Badges are issued at Bldg. 6611, Pass and ID.

Badges shall be displayed on the outer clothing, on the front of the body between the neck and waist and must be visible at all times.

QUALITY CONTROL

It is the Contractor’s responsibility to provide, inspect, and document the level of quality that has been established by the minimum standards of the project drawings, specifications, and this SOW. The QCM shall direct the execution of the Contractor’s QC Plan.

Quality control shall be executed in accordance with specification section 01 45 00.00 10. The QC program shall include, but is not limited to the following:

1.5.1 Inspection System

The Contractor shall establish an inspection system which monitors the execution of any task completed under this contract. The Contractor must specify the areas to be inspected on a scheduled or unscheduled basis, how often inspections will be accomplished, and titles of the individuals who will perform the inspections.

1.5.2 Deficiency Prevention

The Contractor shall establish a method for identifying, correcting, and preventing future recurrence of quality deficiencies.

1.5.3 Inspection Files

In accordance with specification section 01 45 00.00 10, the Contractor shall maintain records of all required inspections conducted by the QCM and the necessary corrective actions taken. This documentation shall be submitted to the Government weekly with the progress reports (reference section PROGRESS REPORTS elsewhere in this document) throughout the life of the contract.

1.6 HEALTH AND SAFETY

1.6.1 Commander’s Statement of Safety Intent

The safety of everyone on Tinker AFB is our top priority. All individuals must accept personal responsibility for safety and seek opportunities for improving the safety of our work environment. Everyone working on Tinker AFB is challenged to find, fix (if able) and report all hazards and near-misses. It is our shared duty to take every reasonable step and precaution to prevent accidents and preserve the health/safety of each contractor and government employee.

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1.6.2 Occupational Safety and Health Administration (OSHA) Voluntary Protection Program (VPP)

The Contractor is hereby notified that TAFB has achieved or is pursuing VPP Star ratings across multiple sites. Additional information regarding VPP can be found at the following link:

http://www.osha.gov/dcsp/vpp/index.html

The Voluntary Protection Plan applies to all construction and service contracts that have Contractor employees working more than 1000 hours per quarter on Tinker AFB. Refer to specification section 00 71 00, General Safety Requirements for Construction on Tinker AFB for additional requirements related to VPP.

1.6.3 Emergency Evacuation Procedures

Contractor employees shall follow the direction of Government employees in regard to emergency evacuation procedures, i.e. fire, tornado, or bomb threats. It is the responsibility of the Contractor to provide guidance and establish procedures for responding to an emergency for their employees. It is the Contractor’s responsibility to account for their employees following an emergency evacuation. The Contractor personnel shall participate with the Government personnel in all fire and tornado drills at no additional cost to the Government.

1.6.4 Mishap Reporting

The Contractor shall notify the CO and the COR as soon as practical after any mishaps, including recordable accidents, incidents, and near misses, as defined in EM 385-1-1 Appendix Q; and any injuries, illness, or property damage which occur on the installation while performing work under this contract.

Refer to specification section 00 71 00 for additional requirements related to mishap reporting.

1.7 BIOENVIRONMENTAL REGULATIONS

(1) To assist in the evaluation of health hazards & to provide emergency medical treatment, Contractor must have Material Data Sheets (MDS) for hazardous materials reviewed and exchange of HAZCOM information accomplished prior to use. Process hazardous material in accordance with specification section 00 72 00, Environmental Requirements for Construction on Tinker AFB.

(2) Welding, cutting, or brazing operations must be in accordance with 29 CFR 1910.252. The Contractor shall not operate welders near chlorinated hydrocarbons.

(3) Hazardous noise levels in the vicinity of DoD Active Duty and Civilian personnel must be in accordance with OSHA 29 CFR 1910.95 and AFI 48-127, Occupational Noise and Hearing Conservation Program.

1.8 OUTAGES AND CLOSURES

Request utility outages and/or closures in accordance with TAFB Standard Operating Procedure Planned and Emergency Outages. Outages may be required to be performed outside of normal duty hours. The Contractor shall provide temporary lighting and power that may be required for continued performance of User’s mission during outages.

1.9 EXISTING WORK

In accordance with FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements, the Contractor shall take necessary precautions to avoid damage to http://www.osha.gov/dcsp/vpp/index.html

31 MAR 26 Statement of Work - 7 of 25 WWYK190230 existing items to remain in place, to be reused, or to remain the property of the Government;

any damaged items shall be repaired or replaced as directed by the Government.

The Contractor shall remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

The Contractor shall repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the CO. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

2. PROJECT SPECIFIC REQUIREMENTS

2.1

2.2

2.3

GOVERNMENT OCCUPANCY OF FACILITIES

The project site will not remain occupied throughout construction.

The construction area, a reasonable buffer area, and any approved staging areas will be cleared of all Government materials and personnel prior to the start of construction.

Contractor shall consult with the Government Project Manager/Construction QA Inspector and the using agency to coordinate procedures; means of access; space for storage of materials and equipment; and use of approaches, corridors, and stairways in such a way that accommodates the continued performance of the user’s mission during construction.

WORKING HOURS

In accordance with specification section 00 70 00, General Requirements for Construction on Tinker Air Force Base, construction shall take place during normal duty hours (0700 – 1600 Monday-Friday); utility outages will be the exception.

The Contractor has the responsibility to manage and maintain the construction schedule; the Contractor may request authorization to work weekends, holidays, and additional shifts as required to accomplish the work per their baseline schedule (reference section CONSTRUCTION SCHEDULE elsewhere in this document).

Work outside normal duty hours to meet schedule will be performed at no additional cost to the Government; this is to include all testing, inspection, and acceptance actions.

PHASING

There is Government-required construction phasing for this Contract.

[Construction will be phased as follows:

(1) Phase 1 Full Depth Repair

(a) Eastbound (EB) inside lane from H to M Ave’s.

(b) Left turn lane to the concrete intersection of H Ave.

(c) Temporary markings.

(2) Phase 2 Full Depth Repair

(a) Eastbound (EB) outside lane & right turn lane from H to M Ave’s.

(b) Right turn lane as currently marked to the concrete intersection of H Ave.

(c) The replacement of all curb and gutter from H to M Ave.

(d) The new drainage structures in Burger King parking lot.

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(e) The new drainage structure in the grass next to the parking lot.

(f) Replacement of some sidewalk.

(g) Temporary markings.

(3) Phase 3 Mill & Overlay

(a) 3A Westbound

1. Westbound inside lane milling and overlay.

2. Westbound middle Lane.

3. Temporary markings.

(b) 3B Westbound

1. Westbound outside lane milling and overlay, including sidewalk replacement.

2. Temporary markings.

(4) Phase 4 Pavement Markings

(a) Install all permanent pavement marking in both directions.

2.4

2.5

2.6

2.7

Phasing discussed above shall be reflected in the Contractor's construction schedule.

FOD AWARENESS AND PREVENTION TRAINING

In accordance with specification section 00 71 00 all Contractor personnel working on this Contract will be required to complete Foreign Object Debris (FOD) awareness and prevention training.

The work to be performed for this Contract will not require the Contractor to work in or travel through areas near operational and/or production aircraft or related components.

AIRFIELD OPERATIONS

The work to be performed under this Contract is not located in an airfield operations area.

CONTROLLED/RESTRICTED AREA(S)

Work to be performed under this Contract is not located in a controlled/restricted area.

AFFIRMATIVE PROCUREMENT

The Government has determined that the following products listed in the EPA Comprehensive Procurement Guideline, USDA Biopreferred, Energy Star, or FEMP Low Standby Power programs are included in the scope of this Contract:

(1) EPA-designated items

(a) Concrete containing coal fly ash or ground granulated blast furnace slag

(b) The use of recycled asphalt in the base course only

(2) USDA-designated biobased items

(a) Concrete and asphalt release fluids

(3) Energy Star products

(a) Commercial LED lighting

(b) FEMP Low Standby Power products – NA

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2.8

A copy of the Government’s Recovered Materials Determination Form (RMDF) has been provided as an attachment to this SOW (Attachment 3). If at any time during the Contract, it is determined that an applicable, designated product cannot be used due to availability, price, or not meeting required performance specification, the Contractor shall complete Page 5 of the RMDF (for each product) to provide justification for not utilizing the designated product(s).

forward the completed form to the CO and the COR for review and approval.

ENVIRONMENTAL MANAGEMENT (EM) SURVEY

An EM survey indicates there are no asbestos containing materials (ACM), heavy metals (HM, or lead based paint (LBP) concerns for area(s) where work is to be performed. If at any time the Contractor encounters suspect environmental conditions, they shall notify the CO and the COR.

3. PRECONSTRUCTION SERVICES BY CONTRACTOR

3.1 CORRESPONDENCE

All electronic correspondence related to the awarded Contract shall be addressed to the CO, Contract Specialist, Government Project Manager, Construction QA Inspector, the COR, and the respective organizational workflow accounts. Hardcopy correspondence will be addressed to the CO, the Contract Specialist, and the COR.

Contact information for the above will be provided at the Post Award meeting.

All electronic correspondence from the Contractor regarding a specific Contract shall follow a standardized subject line naming convention. Subject line for all electronic correspondence shall be as follows:

• WWYK###### Project Title: Subject of E-mail

3.2 DOCUMENTATION

All documents shall be submitted in accordance with specification section 01 33 00, Submittal Requirements. The Contractor shall submit all documents electronically via optical disk, e-mail, or a file transfer service such as DoD SAFE.

All documents submitted by the Contractor requiring a signature shall be submitted to the CO and the COR with an electronic digital signature. All documents submitted by the Contractor requiring further action and signature by the Government shall be capable of being digitally signed and saved by the Government representative(s) as required.

3.2.1 Document Format

3.2.1.1 Specifications/Reports/Material Submittals

Specifications, design analyses, reports for calculations, material submittals, warranty information, and similar documents shall be letter sized (8-1/2” x 11”), submitted in Adobe Acrobat (.pdf) format. Black and white documents are preferred but color copies will be accepted if they are necessary to convey intent.

3.2.1.2 Drawings

All drawings produced by the Contractor shall be created utilizing Computer-Aided Design and Drafting (CADD) software. The drawing files shall be in AutoCAD (.dwg) format and adhere to the drawing standards contained in Tri-Services A/E/C CADD Standard Release 6.0.

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Drawing size shall be ANSI D (22” x 34”). Drawing scale shall be at least 1"=30' for civil/site drawings and 1/8"=1' for all other plan drawings; text and other non-scale annotation elements shall be sized to produce clear and legible prints at half-size.

Contractor shall use English scales and dimensions.

Drawings submitted by the Contractor shall be .pdf format; in addition, final design drawings and as-built record drawings shall be submitted in .dwg format. Hard copy submittals, when required, shall be printed at half-size (11" x 17").

Reference specification sections 01 33 00; 01 33 16.00 10, Design Data (Design After Award); and 01 78 00, Closeout Submittals, for additional requirements regarding developing and submitting design, shop, and as-built drawings.

3.2.2 File Naming Conventions

All documents submitted by the Contractor shall follow a standardized file naming convention as indicated below. File naming conventions shall be strictly adhered to and may only be modified by the Contracting Officer and/or the COR. File names shall have no spaces.

The following items in the below naming conventions are defined as followed:

• WWYK###### = Project number as defined by Civil Engineering Example: WWYK201234

• YYYYMMDD = Effective date of document or report

• ZZZ = Contractor’s Company Initials

• 001 = Submittal Number or Serial Report Number

(1) Proposals:

WWYK######_Proposal#_ZZZ_Document Description Example: WWYK201234_Proposal1_ACS_Cost Proposal

(2) RFIs:

WWYK######_RFI_001

(3) Submittals:

WWYK######_FORM#_001 (Brief Description of Submittal) Example: WWYK201234_AF3000_004 CeramicTile

(4) Daily Reports:

WWYK######_Daily Report_001_YYYYMMDD

(5) Progress Reports:

WWYK######_PR_001_YYYYMMDD

(6) Other Miscellaneous Documents/Reports:

WWYK######_Form Name, Number, Or Description_YYYYMMDD

3.3 CONSTRUCTION SCHEDULE

In accordance with FAR 52.236-15, Schedules for Construction Contracts, the Contractor shall submit a baseline construction schedule to the COR for approval within ten (10) calendar days after the NTP is issued. An approved schedule will be required prior to commencement of work.

Contractor’s schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the Contract performance period. Proposed schedule shall consider the

31 MAR 26 Statement of Work - 11 of 25 WWYK190230 major work elements, as well as submittal reviews, mobilization, material delivery times, anticipated weather delays, and final inspection/closeout.

3.3.1 Schedule Format

The schedule shall be developed in accordance with specification section 01 32 16.00 20, Small Project Construction Progress Schedules, utilizing the Network Analysis Schedule/Critical Path Method format.

The schedule shall generally match the schedule submitted with the Contractor’s accepted proposal, with the following additional information included:

(1) Contract start (NTP) and end dates

(2) Additional detail/breakdown of major work elements, as necessary

(3) Cost Loading data entered for all work items. Cost loading must total to 100 percent of the value of the Contract.

Any partial progress payments for materials, as approved by the CO, shall be entered separately on the schedule.

The schedule will reserve, as a minimum, the final 10% of the Contract cost for final acceptance.

No progress payments will be made against this final 10% of the Contract until all closeout items have been submitted, all punch list items have been resolved, and final inspection/acceptance has been completed.

3.3.2 Schedule Updates

Contractor shall keep the schedule current, reflecting actual start and end dates for work elements, activity progress, and plan for completing the remaining work. The Contractor shall submit the updated schedule at monthly intervals, with the first progress report of the month.

Reference specification section 01 32 16.00 20 for additional information.

In addition, the Contractor shall submit updated baseline schedules when directed by the CO or the COR. Examples of when a new baseline schedule may be required include instances where the period of performance has been revised through modification to the Contract; or as part of a ‘get well plan’ for construction that is significantly behind schedule.

3.3.3 Coordination with Government Activities

In developing the schedule, the Contractor shall account for the following milestones and Government review times in addition to construction activities:

DELIVERY SCHEDULE & SUBMITTALS

Item of Work & Deliverables Government Review Time

(calendar days) Remarks

Post-Award Conference/ Pre-Construction Conference/ Notice to Proceed (NTP)

1 day At Tinker AFB

Baseline Construction Schedule and Schedule of Values/Draft Progress Report 14 days Provide within 10 days of

NTP

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DELIVERY SCHEDULE & SUBMITTALS

Item of Work & Deliverables Government Review Time

(calendar days) Remarks

SD-01 Preconstruction Submittals (except as noted below) 14 days

Provide all preconstruction submittals within 15 days of

NTP

Health and Safety Plan 21 days

Request for Contractor Staging Area 30 days Must be approved prior to mobilization

Storm Water Pollution Prevention Plan (SWPPP) 21 days

Must be approved prior to submitting Tinker Excavation Permit Request

Chemical/Hazardous Material Request/Authorization 21 days

Spray Painting Plan 21 days

Material Submittals (SD-03, SD-04, SD-07, SD-08) 14 days Provide within 30 days of

NTP

Outages 21 days

Closures (roadway, parking aisles, etc.) 45 days

Tinker Excavation Permit Request 14 days SWPPP must be approved prior to submittal

Construction Submittals (SD-06, SD-09) 14 days

Final/Closeout Submittals (SD-10, SD-11) 14 days Must be approved prior to final inspection.

Pre-final Inspection 7-day Minimum Notice

Contractor must have completed internal pre-final and resolved all punch list items from this inspection

Final Inspection 7-day Minimum Notice

All final/closeout submittals must be approved.

Contractor must have resolved all punch list items from pre-final inspection

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3.4

Note: Information provided in this table is provided to assist the Contractor in developing the construction schedule. Review times may vary depending on the complexity of the submittal.

PROGRESS REPORTING

Progress reports are used for computing payments, and for monitoring the progress against the Contractor’s baseline schedule.

The Contractor shall develop a progress report utilizing the ‘Reports’ feature of the scheduling software. Contractor developed reports shall provide the same information as AF Form 3065, Contract Progress Report. The progress report shall utilize the same work elements and schedule of values/cost loading data developed for the construction schedule.

Contractor shall submit a draft version of the progress report to the CO and the COR for approval within ten (10) calendar days after the NTP is issued (with the Baseline Schedule).

After approval, the Contractor shall submit progress reports weekly, or as directed by the CO, throughout the life of the Contract. For each progress report, the Contractor shall include the following:

(1) Percentage of work completed for each work element during the reporting period.

(2) Cumulative percentage of work completed for each work element to date.

(3) Cumulative percentage of work completed for all work elements (percent of Contract completion).

(4) Scheduled cumulative percentage of work completed for all work elements, based on the baseline Contract schedule (scheduled percent of Contract completion).

3.5

Progress report’s will be reviewed by the Construction QA Inspector and/or the Project Manager, who will in turn provide a recommendation to the COR to approve/disapprove the progress report; approval of the Contractor’s progress report does not constitute acceptance of the work as being 100% in compliance with the Contract requirements (i.e. project specifications, drawings, and this SOW).

In the event that the Contractor’s reported progress deviates from the baseline schedule, the CO may elect to hold progress meetings.

WORKING DOCUMENTS

The Government has provided this SOW and the attached drawings for the Contractor’s use in preparing working documents for use during construction. Working documents shall provide sufficient detail to prevent construction errors or code violations and minimize general coordination errors.

The Contractor shall provide the following working documents:

(1) Pre-engineered metal building shop/detail drawings

(a) Drawings shall be signed/sealed by a licensed structural engineer; an Oklahoma license will not be required.

(2) Structural support systems, including connections. Drawings shall be signed/sealed by a licensed structural engineer; an Oklahoma license will not be required.

Unless otherwise directed by the CO, the Contractor shall not begin construction activities until the required documents have been reviewed and approved by the Government.

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3.6 MINIMUM GUIDANCE DOCUMENTS

Contractor generated working documents shall comply with the project documents (SOW, drawings, and specifications) and the most current editions of the publications listed below.

The term ‘most current’ is understood to mean, “Most current as of the date the solicitation is issued.”

Codes/standards/regulations referenced by the project and guidance documents are included as a part of this SOW to the extent referenced.

In case of conflict between the project documents, the guidance documents, and the governing codes/standards, the Contractor shall submit a request for information (RFI) to the Government for resolution.

3.6.1 General

(1) UFC 1-200-01, DoD Building Code

(2) Tinker AFB Facility Standard

3.6.2 Civil

(1) UFC 3-201-01, Civil Engineering

(2) UFC 3-250-01, Pavement Design for Roads and Parking Areas

(3) UFC 3-250-08FA, Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements

3.6.3 Architectural – N/A

3.6.4 Structural – N/A

3.6.5 Mechanical – N/A

3.6.6 Electrical

(1) UFC 3-501-01, Electrical Engineering

(2) UFC 3-530-01, Interior and Exterior Lighting Systems and Controls

(3) Tinker AFB Electrical Standard

3.6.7 Fire Protection – N/A

3.7 SUBMITTAL REGISTER

Contractor has been provided with an editable version of the Government’s submittal register as a part of the RFP.

Within ten (10) calendar days after issue of the NTP, or as otherwise directed by the CO, the Contractor shall review the submittal register, revise as necessary, and submit for approval.

Contractor is to remove items from the submittal register they do not believe are applicable to the project and add submittals for additional equipment or materials that they believe should be reviewed and approved by the Government.

For any items that the Contractor believes should be removed, provide an explanation as to why that submittal should not be included.

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4. CONSTRUCTION SERVICES BY CONTRACTOR

The Contractor shall execute the work as indicated in the attached drawings and specifications.

All construction shall comply with the project documents (SOW, drawings, and specifications) and any approved Contractor generated working documents.

Contractor's work items include, but are not limited to the following:

4.1 CIVIL DEMOLITION

4.1.1 Phase 1

(1) East Bound Lane

(a) Properly close the lane using Type III barriers, signs, cones, and barrels. Start closing it 80 ft. west of M Ave, jumping M Ave and running cones to the concrete intersection of H Ave. Cones are needed on the double yellow lines from H Ave to the grass island. No left turns will be available during this phase so the lanes will be closed with Type III Barriers

(b) Saw Cut and demolish the first 25 ft. of curb, gutter and 8 ft. of sidewalk to install an ABA compliant ramp on the north side at M Ave and eastbound Arnold where shown on C-105.

(c) Saw cut the pavement as shown on C-105, C-106 & C-107 and excavate for the full depth profile given in detail A-3m/DT-101.

(d) The last 380 ft. of this lane may have an abandoned utility encased in concrete and shall be demolished and removed. This could make the pavement 24-36 inches deep.

4.1.2 Phase 2

(1) East Bound Outside Lane

(a) Properly close the outside lane from 80 ft. west of M Ave to the H Ave concrete intersection as given above in Phase 1.

(b) Saw cut the sidewalk and remove the curb and gutter from M Ave. to the Burger king radius as shown on C-108 to install later, ABA compliant ramps.

(c) Saw cut the pavement as shown on C-108, C-109 & C-110, including Phase 1 pavement edge and excavate for the full depth profile given in detail A-3m/DT101.

4.1.3 Phase 3

(1) Milling WB lanes

(a) Mill 2 ½” from the inside lane.

(b) Mill 2 ½” from the outside lane.

(c) Mill 2 ½” from the center lane.

4.2 CIVIL CONSTRUCTION

4.2.1 Phase 1

(1) East Bound Inside Lane

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(a) Lime stabilize the subgrade 5 inches in depth per Detail A-3m on Sheet DT-101.Use a geo grid stabilizing product when existing utilities prevent modifying the sub grade.

(b) Install 6-16 inches of stabilized aggregate base (because of the concrete structure below) per Detail A-3m on Sheet DT-101.

(c) Install new 6-inch curb and gutter per Detail C-13 on Sheet DT-101.

(d) Prime coat the aggregate base per Detail A-3m on Sheet DT-101.

(e) Relocate the traffic signal pole and buttons as shown on C-108.

(f) Install new sidewalks and one ABA compliant ramps as shown on C-108 and Details on

DT-102.

(g) Install a 4-inch Type A asphalt base per Detail A-3m on Sheet DT-101.

(h) Tack coat the asphalt base per Detail A-3m on Sheet DT-101.

(i) Install a virgin 2-inch Type C asphalt surface course per Detail A-3m on Sheet DT-101.

(j) Install concrete collars around all manholes and valve boxes after the surface course has been placed.

(k) Layout and install temporary pavement markings and or reflective tabs until the permanent markings go down.

4.2.2 Phase 2

(1) East Bound Outside Lane

(a) Lime stabilize the subgrade per Detail A-3m on Sheet DT-101. Use a geo grid stabilizing product when existing utilities prevent modifying the sub grade.

(b) Install a 6” stabilized aggregate base per Detail A-3m on Sheet DT-101.

(c) Install new 6” curb and gutter per Detail C-13 on sheet DT-101.

(d) Prime coat the aggregate base per Detail A-3m on Sheet DT-101.

(e) Install a 4” Type A asphalt base per Detail A-3m on Sheet DT-101.

(f) Tack coat the asphalt base per Detail A-3m on Sheet DT-101.

(g) Install a virgin 2” Type C asphalt surface course per Detail A-3m on Sheet DT-101.

(h) Install a concrete collar around all manholes and valve boxes after the surface course as been placed.

(i) Install new concrete curb and gutter from M Ave east to the Burger King per detail -

12on Sheet DT-101. Install four ABA compliant ramps per

(j) Detail C-16 on sheet DT-1-2.at M Ave and across the Burger King entrance.

(k) Install the new storm drain (SD) box and curb inl & concrete collar in the northwest corner of the Burger King parking lot per Detail D-6 & D-6a on Sheet DT-101.

(l) Install a new storm drain SD box and surface inlet & concrete collar in the grass west of the first one.

(m) This box will flow into the parking lot box and then into the box next to Arnold Ave. per

Detail D-6 & D-6a on Sheet DT-101.

(n) Regrade the area (600+/- sf) flush to the inlet and install new sod and roll smooth.

(o) Layout and install temporary pavement markings until the permanent markings go down.

4.2.3 Phase 3

(1) Phase 3A: Mill & Overlay West Bound Inside Lane

(a) Properly close each lane using signs, cones, barriers and barrels.

(b) Mill 2½”, clean, tack and overlay a 2½” virgin Type C surface course in the WB inside lane.

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(c) Mill 2 ½”, clean, tack and overlay a 2½” virgin Type C surface course in the middle lane.

(d) Layout and install temporary pavement markings until permanent markings go down.

(2) Phase 3B: Mill & Overlay Westbound Outside Lane

(a) Properly close each lane using signs, cones, barriers and barrels.

(b) Mill 2½”, clean, tack and overlay 2½” virgin Type C surface course in the WB outside lane.

(c) Layout and install temporary pavement markings until permanent markings go down.

(d) Demolish the broken sidewalk and replace with new per Detail C-12 on Sheet DT-101.

4.2.4 Phase 4

(1) Pavement Markings

(a) Properly close each lane using signs, cones, barriers and barrels.

(b) Layout all other pavement markings and contact your construction inspector before striping for layout approval.

(c) Lane line are 6” White, broken and solid with the same gaps.

(d) Stop bars are 24” White across all lanes in that direction.

(e) Turn arrows both right and left with the word “only” will be used.

(f) Crosswalks are 2’ x 6’ domino with 2’ between.

(g) Center lines are 6” solid double yellow with a 6” gap between.

(h) All pavement markings on asphalt shall be thermoplastic, any others shall be standard traffic paint, and both shall include glass beads.

4.3 ELECTRICAL DEMOLITION

4.3.1 Demo Hand-Hole Cover

(1) Determine if conductors in hand-hole are in commission. If so, demolish broken portion of hand-hole as necessary to provide a new cover, location of hand-hole on the West corner of L and Arnold Ave, See E-101 for hand-hole location.

4.3.2 Lighting

(1) Demolish existing streetlights (4 total), poles, concrete bases, and associated conductors and conduit back to nearest junction box as required for installation of new LED streetlights.

As shown on ED-101.

(2) Existing conductors and conduit will be demolished back to nearest hand-hole or junction box and existing circuits will be reused. The two South West streetlights are fed from disconnects along the pole lines and the two South East lights are fed from the Gas Station per Alutiiq Electrical Shop, see ED-101.

4.4 ELECTRICAL CONSTRUCTION

4.4.1 Repair Hand-hole Cover

(1) Provide and install new hand-hole cover. Repair any conductor connections as required.

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4.4.2 Lighting

(1) Three (3) New LED streetlight fixtures will be installed, three (3) will be a completely new base, pole, arm, and fixture on the North side of Arnold Ave and four (4) on the South side of Arnold Ave will just be a lighting fixture replacement, bases, poles, and arms to remain in place. See E-101 for lighting detail.

(2) Pour new concrete bases for each of the seven (3) new streetlights, See E-601 for Light Foundation Detail.

(3) Provide and install three (3) new 30’ light poles on concrete bases per Tinker AFB Facility Standards.

(4) On the North side, bore, backfill, and pipe conduit where necessary to provide power to new lights. See E-101 for potential electrical power access points. An additional option would be tapping into an existing streetlight circuit on the North corner of H and Arnold Ave. Coordinate with CE shops to very power availability and surge suppression on existing circuits. LED streetlights are calculated to draw less than 3 A each.

(5) Provide and install three (3) new LED streetlights type GE Evolve ERLH 0 14 B3 40 E GRAY A L or similar.

(6) *Note, it is recommended not to install any type of structure on the West side of L and Arnold Ave. As structures have been hit by large trucks when turning right onto Arnold Ave.

4.5 ORDER OF PRECEDENCE

In the event of a conflict or inconsistency between any of the provisions of this Contract, precedence shall be applied in the following order:

(1) Any portions of the accepted proposal which both conform to and exceed the requirements of the solicitation.

(2) The provisions of the solicitation, including:

(a) The Solicitation, Offer and Award

(b) Specifications (if provided)

(c) Drawings

(d) Contract SOW

(3) All other provisions of the accepted proposal

(4) Any contractor generated working documents, including, but not limited to: plans, engineering studies and analyses, shop drawings, and equipment installation drawings.

4.6 RECORD DRAWINGS

4.6.1 Working As-Built Drawings ('Redline' Set)

Working as-built drawings shall be maintained at the job site, and clearly indicate authorized field changes, updates based on existing conditions, and corrections to the drawings. Reference specification section 01 78 00 for additional information related to markups to be included in working as-built drawings.

Within five (5) days of substantial completion (i.e. completion of Contractor’s punch-out inspection) and prior to pre-final inspection, the Contractor shall submit working as-built drawings for Government use during the inspection. At the conclusion of the pre-final

31 MAR 26 Statement of Work - 19 of 25 WWYK190230 inspection, the Government and Contractor will identify any additional changes or corrections required for final approval.

4.6.2 Record Drawings

4.7

4.8

Within ten (10) days after the pre-final inspection and approval of the working as-built drawings, the Contractor shall incorporate the redlines into the CAD files and submit this final set as the Record Drawings. These drawings shall be labeled 'RECORD DRAWING AS-BUILTS' and submitted for Government approval. Reference specification section 01 78 00 for additional information.

Shop drawings shall be in accordance with the 'additional record drawings' requirements of specification section 01 78 00.

OPERATIONS & MAINTENANCE (O&M) MANUALS AND TRAINING

O&M manuals are not required for this Contract.

O&M training is not required for this Contract.

DD FORM 1354 REQUIREMENT

A DD Form 1354, Transfer and Acceptance of Military Real Property is not required for this Contract.

5. GOVERNMENT FURNISHED DRAWINGS, SPECIFICATIONS, & REFERENCES

5.1 DRAWINGS

Refer to Appendix A, DRAWING INDEX. Drawing files, in PDF and AutoCAD format, are included on the attached CD.

5.2 SPECIFICATIONS

Refer to Appendix B, SPECIFICATIONS for a list of specification sections developed by the Government and applicable to the work. Specification files, in PDF format, are included on the attached CD.

5.3 BASE STANDARDS / REFERENCE DOCUMENTS / FORMS

Refer to Appendix C, TINKER AFB FACILITY STANDARDS AND REFERENCE DOCUMENTS. Tinker AFB facility standards and reference files, in PDF format, are included on the attached CD.

5.4 FACILITY AS-BUILT INFORMATION

Relevant as-built drawings are included on the attached CD. If necessary, additional as-built drawings are available from 72 ABW/CE - Engineering Support, located in B400.

6. GOVERNMENT FURNISHED PROPERTY

There is no Government Furnished Property included in this Contract.

7. STAGING/STORAGE AREA(S)

Contractor shall limit storage of materials, equipment, and incidentals to the immediate construction site while work is being performed. If the Contractor requires additional storage area(s) other than the construction site, a request shall be submitted in accordance with specification section 01 50 00, Contractor Facilities.

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It is recommended that the Contractor arrange for storage of equipment between its delivery and its installation, as availability of space and security during non-working hours cannot be guaranteed.

8. 'OR EQUAL' CLAUSE

Where reference is made in the specification or on the drawings to specific manufacturers and/ or model numbers of equipment or materials, the information is provided to indicate design intent and to establish the minimum quality standards, physical attributes, and performance characteristics which are required for the referenced item. The use of specific names and/or model number is not intended to limit selection of other manufacturers; equipment or materials meeting these criteria may be submitted to the COR for consideration and shall be clearly identified, in writing, as a substitution.

The burden of proving equality for proposed substitutions shall be the responsibility of the Contractor and submittals for said substitutions shall include detailed manufacturer’s specifications, dimensioned drawings, performance data and any other information necessary to clearly indicate that the proposed item meets or exceeds the quality standards, physical characteristics, and performance criteria established by the SOW, specifications, and drawings.

Submittals, which do not provide proof of equality, will be rejected.

Approval of a substitute by the COR shall not result in a change to Contract price or schedule;

such changes can only be approved by the CO.

9. ATTACHMENTS

The following project specific attachments referenced within this SOW are included on the attached CD.

• Attachment 1 – Appointment of Security Representative Letter

• Attachment 2a – Controlled Area Training

• Attachment 2b – Controlled Area Entrance Procedures

• Attachment 2c – Controlled Area Training Certificate

• Attachment 3 – Recovered Materials Determination Form

End of SOW

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APPENDIX A

Drawing Index

General

G-001 General Notes, Vicinity Map

Civil

C-001 Civil Symbols Legend and Abbreviations C-101 East Bound Phase 1 Closure Full Depth Repair C-102 East Bound Phase 2 Closure Full Depth Repair C-103 West Bound Phase 3A Closure Mill and Overlay C-104 West Bound Phase 3B Closure Mill and Overlay C-105 Phase 1 – East Bound Inside Lane C-106 Phase 1 – East Bound Inside Lane C-107 Phase 1 – East Bound Inside Lane C-108 Phase 2 -- East Bound Outside Lane C-109 Phase 2 -- East Bound Outside Lane C-110 Phase 2 -- East Bound Outside Lane C-111 Phase 3 –…