80KSC025R0009 - Attachment J-A Project Deliverables.pdf

NASA/KSC SOLICITATION 80KSC025R0009

ATTACHMENT J-A PROJECT DELIVERABLES

Incidental deliverables (manuals, reports, plans, and other written documentation) to be provided under this contract are identified in this Attachment J-A. Nothing contained in this Attachment J-A shall relieve the Contractor from furnishing data called for by, or under the authority of, other provisions of this contract which are not identified and described in this Attachment J-A. The costs for data to be furnished in response to Attachment J-A are included in the firm-fixed price of this contract.

J-A-1 SUBMITTAL SCHEDULES (AUG 2024)

Within five days of Notice of Award, the contractor shall request a submittal register from the Contracting Officer or assigned representative.

(a) Within 15 days of Notice of Award, the Contractor shall provide, for approval by the Contracting Officer, the following schedules of submittals:

(1) A schedule of all shop drawings and technical submittals required by the specifications and drawings. The schedule will indicate the specification or drawing reference requiring the submittal; the material, item or process for which the submittal is required; the "SD" number and identifying title of the submittal; the Contractor's anticipated submission date and the approval need date.

(2) A separate schedule of all other submittals required under the contract but not listed in the specifications or drawings. The schedule will indicate the contract requirement reference; the type or title of the submittal; the Contractor's anticipated submission date and the approval need date (if approval is required).

(b) All submittals called for by the contract documents will be listed on one of the above schedules. If a submittal is called for but does not pertain to the contract work, the Contractor will include it in the applicable schedule and annotate it "N/A" with a brief explanation. Approval of the schedules by the Contracting Officer does not relieve the Contractor of supplying submittals required by the contract documents but which have been omitted from the schedules or marked "N/A".

(c) Copies of both schedules will be re-submitted monthly annotated by the Contractor with actual submission and approval dates. When all items on a schedule have been finally approved, no further re-submittal of the schedule is required.

(End of Project Deliverable Requirement)

J-A-2 SHOP DRAWINGS (AUG 2024)

Pursuant to FAR clause 52.236-21 entitled "Specifications and Drawings for Construction"; the Contractor shall submit Shop Drawings (SDs) as detailed below. For purposes of this clause, the term “Shop Drawings” shall be construed to include all “Submittal Descriptions” (Type SD-01, SD-02, SD-03, etc., as required by project technical specifications) that are necessary to fully describe contractor supplied materials and installation methods that demonstrate compliance with the technical and performance requirements of the contract. Submittal Descriptions include drawings, design data, catalog cuts, descriptive literature, illustrations, schedules, performance and test data, and similar materials to be furnished by the contractor. The preparation and distribution requirements described herein apply to all such SD submittals except as noted in technical specifications or otherwise directed by the Contracting Officer.

(a) Shop drawing submittals will be processed by the government utilizing a SharePoint website and the contractor will be required to use this as the main interface for project documentation unless otherwise noted or directed by the contracting officer. Paper hard copy shop drawings are still required for the following systems:

(1) Fire Alarm

(2) Fire Suppression System

(3) Controls System Shop drawing submittals for systems that have been delegated for design and construction to the contractor shall be submitted as hardcopies for review and approval by the government unless otherwise directed by the Contracting Officer.

(b) For shop drawing submittals where SharePoint is not being used the contractor shall provide complete sets for the KSC functional organizations. Up to 10 printed hard copies will be required per shop drawing. Hardcopies will need to be submitted directly to the government appointed administrative assistant who, in turn, will distribute them to the functional organizations.

(c) Shop drawings will be returned to the Contractor within 21 calendar days of the recorded submission date, with appropriate review and approval notations, as described in the following process:

Contractor Proceeds with Approved SD

Contractor Submits Shop Drawing For Review and

Approval

Government Distributes Shop Drawing For Review to A&E and System Engineers (LDEs)

A&E and LDEs provide review comments, to

Project Design Manager and Construction COR

Design Manager and Construction COR

Provide Final Review and Disposition

Document Approved

Contractor Addresses Comments and Resubmit within 10 business days.*

YES

NO

(d) Submission to the government shall be complete, detailed, and contain all drawings. Partial submittals will not be accepted unless specifically approved by the Contracting Officer. Any partial submittals shall be so indicated, and any outstanding submittal required to complete the package shall be identified.

(e) Shop drawings will be returned to the contractor with one of the following dispositions:

(1) Approved (A): Contents indicated on the shop drawings are approved for implementation.

(2) Approved as Noted (AN): Contents are conditionally approved for implementation; the government will identify conditions for approval. The Contractor may proceed with the work covered provided he takes no exception to the corrections noted. The notes shall be incorporated on the shop drawings prior to submission of the final shop drawings.

(3) Not Approved (NA): Contents are not approved for implementation; reason for disapproval will be identified by the government. Contractor to make the necessary corrections and revisions on the drawings and re-submit them for approval, prior to proceeding with any of the work depicted on the drawings. Document shall be revised and resubmitted for review and approval no later than ten business days after government disposition, unless a written consent has been provided by the contracting officer or COR.

The Contractor shall make any corrections required by the Contracting Officer. If the Contractor considers any correction or notation indicated on the returned shop drawings to constitute a change to the contract drawings or specifications; notice as required under the clause entitled "Changes" shall be given to the Contracting Officer.

(4) Returned for Correction (RC): Document does not contain sufficient detail or information for approval (e.g. Shop drawing form is not properly filled out, indicators not included as part of catalog cuts, etc.) Document shall be revised and resubmitted for review and approval no later than ten business days after government disposition, unless written consent has been provided by the contracting officer or COR.

(5) Record Only (RO): Document has been reviewed and processed; no approval deemed necessary.

(f) The Contractor shall utilize NASA KSC Form 50-308 for submission of shop drawings; the form shall clearly identify the specific section and paragraph of the contract specification or drawing for which the contractor is submitting the shop drawing for. The government reserves the right to reject shop drawings if the form is not properly filled out or if it does not contain sufficient detail for approval.

(g) A digital shop drawing shall be assembled as a Portable Digital Format document portfolio utilizing Adobe Acrobat or government approved equivalent.

*NOTE: If the contractor needs additional time for revision, a request shall be submitted to the contracting officer with a new proposed submission date.

(h) Shop drawings shall be submitted in a logical sequence that is coordinated with long lead-time procurements, fabrication, and construction schedules. A filename structure is encouraged to be coordinated with the COR for filing purposes.

(i) Shop drawings for certain systems (e.g. fire detection/suppression) must be submitted within 60 days following the contractor’s receipt of Notice to Proceed. Associated as built drawings, software, programs and test procedures must be submitted no later than 60 days prior to acceptance or functional testing. See Shop Drawing and submittal references in the project technical specifications for affected submittals and their respective deadlines.

(j) "Drawings" as opposed to "Shop Drawings" shall mean actual drawings, diagrams, layouts and schematics. "Drawings" fall under the more general term "Shop Drawings" which include other required materials.

(1) Drawings shall be uniform in size, nominally 24 by 36 inches, with a maximum size of 28 by 40 inches. All drawings shall have dark lines on a white background.

(2) A blank space, no smaller than 4 by 5 inches shall be reserved on the right hand half of each sheet for the Government disposition stamp.

(k) The Government’s engineering review of the Contractor’s shop drawing submittal(s) is for general conformance with the design concept of the project and the information given in the contract documents. As such, approval of the shop drawings by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of construction and detailing is satisfactory. It is the contractor’s sole responsibility to verify field dimensions and design adequacy. The Contractor is responsible for connection details;

confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating the work with that of other trades and performing the work in a safe and satisfactory manner, and certifying that proposed products meet all technical specifications and all contractual provisions, especially those relating to the ‘Buy American Act’. Corrections or comments made as part of the Government review do not relieve the Contractor from compliance with the requirements of the contract documents.

Likewise, any approval of a Shop Drawing Submittal containing an unidentified deviation from the technical requirements of the applicable contract drawings, maps and specifications, shall not relieve the contractor from compliance with the technical requirements.

(l) If changes are necessary to approve shop drawings, whether as a result of a contract change or for any other reasons, the Contractor shall make such revisions and resubmit the shop drawings in accordance with the procedures in paragraphs (1) through (3) above. No item of work requiring a shop drawings change shall be accomplished until the shop drawing change is approved.

(m) Whenever the Contractor's shop drawings contain any changes or deviations from the technical requirements of the contract drawings, maps and specifications, they shall be clearly identified on the applicable shop drawings. All shop drawings containing deviations must be accompanied by a KSC FORM 50-314, Contractor Request for Deviation / Waiver, in accordance with the Contract Section C clause entitled "Deviations and Waivers". Any deviation request addressing the Contractor’s inability to comply with the ‘Buy American Act’ must be accompanied by a ‘Request for Determination of Inapplicability of the Buy American

Act’. Failure to note a deviation on a submitted shop drawing that is subsequently returned as “approved” or “approved as noted” will not constitute approval of the deviation.

(n) Progress payments will not be made on materials and equipment that have been delivered to the job site but not approved on shop drawings.

(End of Project Deliverable Requirement)

J-A-3 DRAWINGS (AUG 2024)

Record Drawings

(a) Record drawings or otherwise referred to as “project as-built drawings” are revised sets of drawings developed by the Contractor—based on the original design drawings supplied to the contractor by the Government—that include the integration of changes made in the fabrication and field installation (i.e. design changes, component relocation, rerouting of distribution systems, changes required for coordination among trades, etc). The record drawings shall also reflect any changes made to the contract via contract modification. The incorporation of reference flags to contract changes into the as-built drawings are not considered sufficient revisions.

(b) The Contractor shall verify all dimensions and Geographical Information System (GIS) data shown on the contract drawings. The contractor shall provide an as-built survey of all underground systems such as (but not limited to): civil discipline systems, underground utilities (electrical, communication, gas lines [natural gas, GN2, LHe, etc.]), compressed air, chilled water, hot water, domestic water, etc. The as built shall include (but not be limited to):

existing exposed utilities, newly installed underground utilities, systems requiring state certification (such as potable water, sanitary and storm water systems) and all associated access points and features. The as-built survey shall show utility type, size, material and elevations. The as-built survey shall clearly show the constructed locations and vertical data for ease of comparison between planned and constructed improvements. All directional drill type installations shall have an as-built survey. The as-built survey shall be performed by a Florida licensed surveyor and mapper in accordance with the “Standards of Practice” for surveys as set forth by the Florida Board of Land Surveyors in 5J17-050, Florida Administrative Code, pursuant to Section 472.027, Florida State Statutes.

(c) After completion of all construction and before final payment is made, the Contractor shall submit an electronically certified PDF of the as-built survey and all native CAD (Computer Aided Design) files. CAD files shall be in either MicroStation or AutoCAD native format on the Florida State Plane Coordinate system (NAD83), Florida East Zone (0901). Contractor “redlines” for civil discipline systems and underground utilities will not be accepted.

(d) All dimensional changes shall be reflected as corrected dimensions by striking through the dimension value with a single line and circling the change. A leader shall point from the actual as-built dimension to the circled change. All utility routing and interface changes shall be reflected on the drawings to scale and defined with sufficient dimensions to be able to locate.

Indications by reference alone, for example to a change order number, will not be acceptable.

(e) These record drawings shall be maintained by the Contractor at the work site and shall be updated based on job progress to reflect all changes and deviations and actual routing of all field-routed utilities and services. All lines, letters, and details shall be sharp, clear, and fully legible. All additions to the drawings shall be precisely drawn to scale of the original drawing and their locations shall be dimensioned.

(f) Final Systems Drawings for Wiring/Devices/Control Systems:

(1) Final system drawings for wiring and control systems shall be prepared and submitted as described below, and in accordance with additional requirements as described in technical specifications.

(2) Record drawings shall be made available for Government review on a monthly basis at the job site. This monthly review of record drawings will be part of the monthly monetary progress review. Failure to maintain up to date integrated copies of the records drawings may result in a decrease to the allowable pay request amount.

(3) Drawings for installation of wiring, devices and/or controls that require field routing must be red-lined, reproduced, verified for accuracy, and submitted for approval, per the requirements set forth under the Project Deliverable titled Shop Drawings, a minimum of two weeks before requesting a final walkdown of the systems listed in paragraph (4) below. These drawings shall be labeled “FINAL SHOP DRAWINGS”. In addition to hardcopy reproductions, the final drawings submittals shall include electronic files in Intergraph or Microstation format or in a Computer Aided Design (CAD) format compatible with Intergraph or Microstation.

(4) Final Systems Drawings are required for:

(i) HVAC

(ii) Paging/Area Warning

(iii) Premise Wiring

(iv) Electrical control schematics and connection diagrams

(v) Elevators

(vi) Fire detection/suppression systems

(vii) Any other system involving wiring and controls, with the exception of facility lighting

(g) Sewer System Certification:

The Government will provide the Contractor with the original design CAD files of the contract drawings for the sewer system improvements. The Contractor shall prepare as-built drawings for all sewer system improvements by updating the original CAD files digitally to accurately show actual locations and elevations of all improvements. Horizontal locations shall be tied to North American Datum of 1983 (NAD 83), 2011 adjustment, State Plane Coordinate System East. Elevations shall be tied to North American Vertical Datum of 1988 (NAVD 88). The as-built drawings shall be submitted to the Contracting Officer as a digital PDF formatted file containing all drawings, and the file shall be digitally signed and sealed by a State of Florida licensed Professional Land Surveyor or Professional Engineer. The Contractor shall also provide the Contracting Officer with as-built CAD drawings files using the same software and version used for design.

The submittal shall comply with all applicable permit requirements and be complete and sufficient for the Engineer of Record’s certification to the Florida Department of Environmental Protection. The as-built drawing level of detail shall be the same or better than the contract drawings. If significant differences exist between the contract requirements and as-built conditions as evidenced by the survey, the differences shall be corrected, and a new as-built drawing made and submitted to reflect the changes. Drawings shall be provided prior to the final inspection. Additional as-built record drawing requirements included elsewhere in the Contract Documents shall also apply.

(h) Potable Water System Certification The Government will provide the Contractor with the original design CAD files of the contract drawings for the potable water system improvements. The Contractor shall prepare as-built drawings for all water system improvements by updating the original CAD files digitally to accurately show actual locations and elevations of all improvements. Horizontal locations shall be tied to North American Datum of 1983 (NAD 83), 2011 adjustment, State Plane Coordinate System East. Elevations shall be tied to North American Vertical Datum of 1988 (NAVD 88).

The as-built drawings shall be submitted to the Contracting Officer as a digital PDF formatted file containing all drawings, and the file shall be digitally signed and sealed by a State of Florida licensed Professional Land Surveyor or Professional Engineer. The Contractor shall also provide the Contracting Officer with as-built CAD drawings files using the same software and version used for design.

The submittal shall comply with all applicable permit requirements and be complete and sufficient for the Engineer of Record’s certification to the Florida Department of Environmental Protection. The as-built drawing level of detail shall be the same or better than the contract drawings. If significant differences exist between the contract requirements and as-built conditions as evidenced by the survey, the differences shall be corrected, and a new as-built drawing made and submitted to reflect the changes. Drawings shall be provided prior to the final inspection. Additional as-built record drawing requirements included elsewhere in the Contract Documents shall also apply.

(i) Record drawings shall be made available for Government review on a monthly basis at the job site. This monthly review of record drawings will be part of the monthly monetary progress review.

(j) The Contractor is responsible for providing a full set of construction as-builts at the completion of the project, to include as-builts of any design and fabrication scope of the project. For all design and fabrication scope, the contractor shall submit original CAD Native files as well as portable digital format (pdf).

(k) The Contractor is required to include as-built drawing status and completion percentages in the construction schedule and all schedule submittals. As-built status and submittals are a requirement on all pay request submittals.

(l) An integrated set of the construction as-built drawings or redlined drawings is to be readily available at all times on the jobsite in the prime contractor’s possession, for review by the government and inspectors.

(m) After completion of all construction and before final payment is made, the Contractor shall submit one complete set of full size blue line contract drawings with fully dimensioned changes shown in red pencil to the Contracting Officer.

(n) Signatures. This signature policy’s requirements applies only to the signatures and typed names that are required to be on the contract drawings’ and specifications’ title blocks and format layouts and do not affect any other requirements of GP-435 Volume II.

(1) Contract drawings, other than A-sized documents, must have title blocks with signature blocks conforming to Figure 3 for the Cover Sheet and Figure 4 for all other sheets within the drawing set. If there are no NASA Systems Engineers assigned, the NASA CO and/or COR will sign. With the exception of the signature blocks, the title block’s dimensions correspond to that of Figure 2-3 in GP-435 Volume II. Environmental permits or environmental exhibits must be signed and sealed by a licensed engineer in the state in which the environmental document is applicable. If the Contractor’s Design Team is not organized by Engineering Discipline Department Head or if the Engineer of Record is also the Engineering Discipline Department Head, a senior engineer of the firm who provided a level of peer review on that discipline sheet must sign in this block. The same individual must not be signing as both on a sheet.

(2) Revisions. The person making the revision to the original sheet must initial or sign his/her name above his/her typed name in the Revisions Approved column of the title.

(End of Project Deliverable Requirement)

J-A-4 MISCELLANEOUS DOCUMENTATION (AUG 2024)

(a) Documentation submitted under this clause shall not be submitted as shop drawings.

(b) The Contractor shall submit an original and one copy of all correspondence, delivery tickets, soil compaction reports, contractor daily reports, concrete test reports, and welding certifications or other worker qualification certifications, to the Contracting Officer.

(c) The Contractor shall submit an original and four copies of all other documentation (except shop drawings) pertaining to this contract, including asbestos abatement plans, to the Contracting Officer.

(d) In the event of a conflict within this contract, the provisions of this requirement shall take precedence over any other contractual requirement pertaining to the number of copies to be submitted except for shop drawings which shall be submitted in accordance with Project Deliverable Requirement J-A-2, Shop Drawings.

(End of Project Deliverable Requirement)

J-A-5 N/A

J-A-6 SCHEDULING SYSTEM FOR PLANNING AND PROGRESS REPORTING (AUG

2024)

(a) Within thirty (30) calendar days after Contract Award, the Contractor, using the Government furnished template as a guide, shall submit for the approval of the Contracting Officer their working schedule for actual performance and progress reporting in accordance with the requirements of all paragraphs below. The working schedule shall include the following at minimum:

(1) Contains a Work Breakdown Structure (WBS) that matches the sequencing of the Scope of Work’s (SOW) and Schedule of Values WBS.

(2) Activates are logically sequenced and linked

(3) Separate labor and material activity costs/resources

(4) Cost loaded activities

(5) Activate durations match cost estimate durations

(6) Schedule is traceable horizontally and vertically

(7) Valid Critical Path allowing for a schedule risk analysis to be performed

(8) Identify reasonable activity float

(9) Established Baseline

(10) Award Date

(11) Notice to Proceed

(12) Major Project Deliverables as called out in specifications

(13) Critical Project Milestones

(14) Critical Shop Drawings

(15) Major Equipment Fabrication

(16) Major Equipment Deliveries

(17) Punch-List

(18) All systems to be turned over prior to project completion

(19) Documentation Completion for each system turnover

(20) Project Completion Schedules returned for corrections or revisions shall be resubmitted for approval within seven

(7) calendar days after return mailing date. Upon approval, this working schedule will become the baseline (target) schedule for the duration of the project.

(b) If, in the opinion of the Contracting Officer, the Contractor falls behind the approved baseline schedule, the Contractor shall take such steps as may be necessary to improve his progress, including those measures as directed by the Contracting Officer, without additional cost to the Government. The Contracting Officer may require the Contractor to start overtime operations and/or increase the number of workers, shifts, or days of work. The Contractor will be required to submit for approval a recovery schedule or schedules as necessary to demonstrate the manner in which the agreed rate of progress will be regained, all without additional cost to the Government.

(c) Failure of the Contractor to comply with the requirements of the Contracting Officer under this provision shall be grounds for determination by the Contracting Officer that the Contractor is not prosecuting the work with the diligence that will ensure its completion within the time specified in this contract including any extension; and the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part thereof, in accordance with the Default terms of this contract.

(d) Reporting Requirements

(1) Contract Schedule: The schedule shall be a computerized Critical Path Method (CPM) type system prepared using standard, commercially available computer software that is compatible with the latest version of Microsoft Project. The Contractor shall submit a system description and sample for approval at the Pre-Work Conference. The schedule shall show the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work.

(2) The progress schedule (CPM) shall contain clearly defined and labeled relationships of the conventional type (i.e. Finish-to-Start (FS), Start-to-Start (SS) or Finish-to-Finish (FF)). Start to Finish relations (SF), Negative lags will not be permitted nor will positive lags be allowed to be inserted. The schedule shall contain only two open ends, one predecessor open end prior to NTP and one successor open end following Project Complete. Activity date constraints shall be kept to a minimum, limited primarily to project and/or contractual milestones, contractor shall be responsible for justifying any constraints introduced in the baseline schedule. Additional constraints can only be introduced if justified and approved by the assigned government representative. Notation of each activity shall include a brief work description and a duration estimate. The progress schedule shall be constructed in a logical pattern of required work sequence and major restrictions from the availability of manpower, plant capacity, facilities, materials and equipment. Separate line items for Mobilization and Shop Drawing submittal and approval (these items are to show no associated costs). Contract downtime shall be shown in the schedule as “downtime activities” or shall be specifically defined in project calendars. Downtime shall not be incorporated into activity durations; down time is to be included at the end of the project schedule and shall be part of the overall project performance period dictated by the contract. Activities shall not be longer than thirty days

(30) unless justified and approved by the Contracting Officer.

(3) The schedule (CPM) shall provide sufficient detail and clarity of form and technique so that the Contractor can manage and control the work properly and the Contracting Officer can readily follow progress for all portions of work. The progress schedule shall be the basis from which the Contracting Officer will evaluate the status of work completion and make payments in accordance with the progress. The progress schedule (CPM) shall be designed to fit within the time limits shown in the contract and its detail shall include all items requiring shop drawings and data transmittals, approvals, and off-site procurement including manufacturing, fabrication, testing and delivery of the items of material and equipment to be installed. Milestone completion dates, the flow of work leading to the milestones, and delivery of Government-furnished materials and equipment shall also be shown.

(4) Material and Labor Breakdown: Progress Schedule shall include, as a minimum, a materials bar and a separate labor bar for each line item. Each element shall include the estimated cost and percentage weight of total contract cost. The labor element shall also show the number of workers expected to be working on any given date within the Contract Performance Period.

(5) Activity Durations: Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 workdays or 30 calendar days.

(e) Costs of materials and equipment payable upon delivery shall be assigned to "delivery" activities. Unless specifically provided for in the Contract, payments will not be made for preparation of shop drawings and off-site fabrication of materials, unless otherwise approved by the government.

(f) Narrative Description of Construction Operations: The initial network submittal shall be accompanied by a narrative description of critical construction operations and major items of construction equipment to be used in the construction. The narrative shall explain the derivation of the durations of critical activities and shall show planned hours per shift, shifts per trade, and workdays per week. It shall also identify major items of construction equipment by types, capacities and numbers and shall indicate the critical activities on which they will be used. In addition, the narrative shall identify all holidays and any other non-workdays which will occur during the course of construction and provide an explanation concerning the incorporation of contract downtime. All schedule updates shall also be accompanied by a detailed narrative identifying critical activities completed, upcoming months activity, additions and/or deletions from the network, changes to logic, change order time impact proposals incorporated, government and contractor impacts to interim and project milestones and corrective actions taken.

(g) Updates: Update the Progress Schedule every 30 calendar days (unless specified otherwise) throughout the Contract Performance Period. All work that has not been completed in accordance with the previously approved schedule shall be rescheduled to reflect actual or planned progress based on the current status date. Progress Schedule updates must be submitted concurrently with progress payment requests for the progress payment request to be considered. Data date of Progress Schedule update submission should be no greater than 14 calendar days.

(h) The Project Schedule of Values should be representative of the Progress Schedule. The Project Schedule of Values is to be broken down with material and labor separately (no lump sums), detailed as follows:

(1) Statement of Values (SOV): To determine progress, the contractor must submit a detailed continuation sheet of the contractor pay request (Contract Attachment J-D – Statement of Values) in the native format, preferably compatible with Microsoft Excel. The detailed continuation sheet shall provide categories for:

(i) Item Number/Cost Code Associated with the Progress Schedule Line Item:

(ii) Description of the Work

(iii) Scheduled Value

(iv) Work Completed – Previous

(v) Work Completed – This Period

(vi) Materials Presently Stored

(vii) Total Percent Complete

(viii) Total Percent Complete

(ix) Balance to Finish

(x) Retainage (if applicable)

(i) Planned Values: To monitor progress, the contractor must provide a planned value spreadsheet (template to be provided by the Government) detailing the monthly planned costs for the duration of the contract. This will be required to be provided with the sum of each months planned costs at the first submission (once schedule and SOV have been approved) and the sum of the month’s actual cost should be updated with each pay application. An example of this requirement is shown below:

J-A-7 N/A

J-A-8 STATUS REPORTS ON MATERIALS ORDERS (AUG 2024)

(a) Within 30 days after Notice to Proceed, the Contractor shall submit, for approval by the Contracting Officer, an initial Status Report on Materials Orders. This report will be updated and resubmitted every 30 days as the status on materials orders changes.

(b) The report shall list, in chronological order by need date, all materials orders necessary for completion of the Contract, including those orders placed by subcontractors as well as the Contractor. The following information will be required for each material order listed:

(1) Material name, supplier, and invoice number.

(2) Bar Chart line item or CPM activity number affected by the order.

(3) Delivery date needed to allow all directly and indirectly related work to be completed within the Contract Performance Period.

(4) Current delivery date agreed on by supplier.

(5) When Item (b)(4) exceeds Item (b)(3), the effect that delayed delivery date will have on contract completion date.

(6) When Item (b)(4) exceeds Item (b)(3), a summary of efforts made by the Contractor to expedite the delayed delivery date to bring it in line with the needed delivery date, including efforts made to place the order (or subcontract) with other suppliers.

(End of Project Deliverable Requirement)

J-A-9 SCHEDULING (AUG 2024)

(a) The Contractor will be required to provide detailed scheduling information regarding planned operations to the Contracting Officer’s designated representative for input to the LC 39 area 72 hour/11-day operations schedule (a total of 14 days). This schedule input must be provided on a daily basis prior to 1:00 P.M. The schedule must show the Contractor's planned operations in detail for the next 3 days in hourly increments and in shift increments for the following 11 days.

(b) All Contractor operations requiring support from KSC, such as outages or fire and safety standby, for hazardous operations, shall be identified.

(c) Scheduling Work in the VAB – KSC Integrated Control Schedule (KICS) All work performed in the VAB shall be scheduled on the KICS through your organization prior to starting work. There is a daily scheduling meeting at 7:30 a.m. which typically lasts 30 minutes in the VAB Operations Center Conference Room in Low Bay Cell 8 to review all work on the KICS and make last minute additions or adjustments. For the duration of the project, it is MANDATORY that a contractor representative participate in the daily scheduling meeting for all on-site work. The contractor may participate in the meeting via telecom. To participate in the meeting via telecom, call 1.844.467.6272, passcode 756707 (check for latest number). In addition to contractor normal company processes, real-time work shall be approved by the VAB Operations Center at 321.861.5108. If the VAB Operations Center cannot be reached, please contact the NASA Test Director (NTD) at 321.861.6831.

(End of Project Deliverable Requirement)

J-A-10 STORMWATER POLLUTION PREVENTION (AUG 2024)

(a) The contractor shall prepare and submit a Notice of Intent (NOI) to the Florida Department of Environmental Protection, after review by the NASA Environmental Assurance Branch (EAB), and pay required permit fees, under the State of Florida’s National Pollutant Discharge Elimination System (NPDES) permit for all activities that disturb greater than one (>1) acre of land. The Contractor shall submit this NOI to be covered under the NPDES “Generic Permit for Stormwater Discharge from Large and Small Construction Activities”. The NOI requires that the Contractor have a Stormwater Pollution Prevention Plan prepared and on-site. The pollution prevention measures selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor’s construction activities. All pollution prevention measures shall be in accordance with the NPDES permit and the Environmental Resources Permit specific to this project. The Contractor shall conduct and document inspections of the project area as required by the permits. The Contractor shall provide to the government a copy of the submitted NOI at least 2 days prior to the start of any earthwork or land clearing activities. The Contractor shall provide to the government, at the end of the project, copies of NOI, the FDEP Acknowledgement letter, the inspection reports, the Notice of Termination (NOT), and the FDEP Final Closure letter.

(b) The NOI is not required for activities that disturb less than or equal to one (<1) acre of land;

however, the Contractor shall implement erosion and sediment control best management practices (BMPs) as necessary to minimize environmental damage and maintain compliance with regulatory requirements.

J-A-11 N/A

J-A-12 TOXIC METALS SAFETY AND HEALTH PLAN (AUG 2024)

(a) The use of paints containing Resource Conservation and Recovery Act (RCRA) 8 heavy metals and polychlorinated biphenyls PCB) has been commonplace at the Kennedy Space Center. The Contractor shall assume that all existing painted surfaces encountered in the performance of work contain heavy metals and PCB when developing the Toxic Metals Safety and Health Plan and performing work. The Contractor may, at his discretion, test any painted surfaces, in accordance with appropriate regulatory standards, to determine the absence of heavy metals and PCB in the paint.

(b) In addition to and separate from the Safety and Health Plan required under this contract, the Contractor shall submit a detailed Toxic Metals Safety and Health Plan. The Toxic Metals Safety and Health Plan shall disclose how the Contractor intends to protect NASA and contractor employees as well as the environment from toxic metals during the ongoing activities of this contract. The contractor shall submit a minimum of five (5) copies of the Toxic Metals Safety and Health Plan for review and approval by the Contracting Officer. The Contracting Officer will forward one copy each to the Environmental Assurance Branch for review.

(c) The Toxic Metals Safety and Health Plan shall provide a description of the Contractor’s approach to contain and control dusts, fumes and other airborne or waterborne emissions from the work site for the protection of other personnel at the work location and the environment.

This part of the plan shall also discuss monitoring activities during the work in progress to assure the effectiveness of the Contractor’s emission control measures.

(d) The Toxic Metals Safety and Health Plan shall also provide written policies, plans, and procedures detailing how the contractor intends to comply with the Occupational Safety and Health Administration (OSHA) Construction Industry Standards (29 CFR 1926) and applicable http://www.google.com/url?sa=t&source=web&cd=7&ved=0CFkQFjAG&url=http%3A%2F%2Fwww.epa.gov%2Fepawaste%2Fhazard%2Ftsd%2Fpcbs%2Findex.htm&ei=nYHiTbatFubr0QHk6uG6Bw&usg=AFQjCNG7EsUOQMfpjd3iSma1-YgX4b5Dvg

General Industry Standards (29 CFR 1910). As a minimum, the Toxic Metals Safety and Health Plan shall address how compliance with the following regulations will be achieved:

(1) 19 CFR, Part 1926, Safety and Health Regulations for Construction, Subpart D, Occupational Safety & Health Environmental Controls

(2) 1926.55, Gases, Vapors, Fumes, Mists, and Dusts

(3) 1926.59, Hazard Communication

(4) 1926.62, Lead

(5) 1926.1126, Hexavalent Chromium

(6) 1926.1127, Cadmium, Subpart E, Personal Protective and Life Saving Equipment

(7) 1926.103, Respiratory Protection

(8) 1926.353, Ventilation and Protection in welding cutting, and heating

(9) 1926.154, Welding, cutting, and heating in way of preservative coatings

(10) KHB 1840.1 (Latest Edition), KSC Industrial Hygiene Handbook, as applicable

(11) KHB 1820.4 (Latest Edition), KSC Respiratory Protection Program, as applicable

The regulations require strict contractor adherence but are not limited to items such as employee training, respiratory protection, protective clothing and equipment, employee medical surveillance, hygiene facilities, warning signs, record keeping, air monitoring, and housekeeping.

J-A-13 SAFETY DATA SHEETS (SDS) SUBMITTAL/CHEMICAL INVENTORY

REPORTING AND MANAGEMENT (AUG 2024)

The Contractor shall provide a complete and accurate list, accompanied by the applicable Safety Data Sheets (SDS), of all materials and chemicals listed on the Consolidated List of Chemicals Subject to the Emergency Planning and Community Right-To-Know Act (EPCRA) and Section 112(r) of the Clean Air Act that will be stored onsite and/or used in the execution of this contract, regardless of the quantity. This information shall be provided to the Contracting Officer (CO) prior to the time of delivery of the materials and chemicals to the site. This inventory is to be updated and resubmitted to the CO on a monthly basis. All inventory reporting is to be completed on Kennedy Space Center Form 8-313NS, Chemical Inventory for Construction Projects. Appropriate labels and SDS shall be provided for all chemical shipments.

J-A-14 N/A

J-A-15 LIFTING PLAN AND RIGGING PLAN (AUG 2024)

A detailed Lifting and Rigging Plan, including associated certifications for riggers and crane operators, shall be submitted by the Contractor fifteen (15) working days prior to lifting operations.

Lifting operations include work that requires the use of cranes or lifting equipment to include chokers, slings, and shackles used to move material, personnel, and equipment. The Lifting and Rigging Plan may be valid for multiple crane lifts, as long as the configuration, location, and percent capacity have not changed. Lifts which present an elevated risk of serious injury, loss of life, loss of one-of-a-kind articles, high dollar items as determined by the Contracting Officer or major facility components whose loss would have serious programmatic or institutional impact will be deemed a Critical Lift. Critical Lifts may be subject to additional planning and implementation requirements. An electronic copy of the detailed Lifting and Rigging Plan shall be submitted for approval to the Contracting Office using KSC Form 50-101, Kennedy Space Center Lift Plan for Construction Contracts. The lifting plan shall address:

(a) The specific crane(s) lifting and rigging equipment that will be on site

(b) The maximum swing radius to be used and the degrees in relation to the crane, such as 360 degrees over the counterweight, etc.

(c) A sketch of where the crane will be located in relation to where the loads will be situated

(d) The estimated maximum load weights

(e) The type and weight of rigging to be used and how it will be configured

(f) A copy of the crane capacity chart to be used

(g) A copy of all crane deductions

(h) Maximum crane boom to be used

(i) Counterweight configurations

(j) Certifications of the crane, operator, and rigging

(k) Certifications of rigging personnel

(l) General narrative description of lift operations, plan of approach, and safety measures to be implemented during the lifting operations

J-A-16 SAFETY AND OCCUPATIONAL HEALTH PLAN (AUG 2024)

Reference FAR Clause 52.236-13, Accident Prevention.

The Contractor shall submit a written Site-Specific Safety and Occupational Health Plan for this project within ten days of contract award. The Contractor cannot commence with on-site construction work prior to acceptance of the Plan by the KSC Safety and KSC Environmental Health offices and approval of the Plan by the Contracting Officer.

The plan shall include an analysis of the significant hazards to life, limb, and property inherent in contract work performance and a plan for controlling these hazards. As a minimum, the Site- Specific Safety and Occupational Health Plan shall include:

(a) A detailed discussion of the policies, procedures, and techniques that will be used to ensure the safety and occupational health of Contractor employees and to ensure the safety of all working conditions throughout the performance of the contract. The Plan shall also address the policies, procedures, and techniques that will be used to ensure the safety and occupational health of the public, astronauts and pilots, the NASA workforce (including Contractor employees working on NASA contracts), and high value equipment and property.

(b) A discussion on how the Contractor intends to comply with 29 CFR 1926 Safety & Health Regulations for Construction, NPR 8715.3 (NASA Safety Manual & Appendices), KNPR

8715.3 (KSC Safety Practices Procedural Requirements), and KNPR 8715.7 (KSC Construction Contractor Safety & Health Practices Procedural Requirements Rev B) with regard to all safety issues that will be encountered on this project. [KNPR 8715.3 and KNPR 8715.7, can be accessed at https://procurement.ksc.nasa.gov/PPD/Documents.

NOTE: KNPR 8715.7 contains a Site-Specific Safety Plan template that should be used.

(c) Safety program objectives to include the Contractor’s corporate safety policy statement.

(d) How the Contractor intends to comply with all safety issues that will be encountered on this project as directed in the following:

(1) 29 CFR 1926 Safety & Health Regulations for Construction

(2) NPR 8715.3 NASA Safety Manual & Appendices

(3) KNPR 8715.3 KSC Safety Practices Procedural Requirements

(4) KNPR 8715.7 KSC Construction Contractor Safety & Health Practices Procedural

Requirements

(5) NASA-STD-8719.11 Standard for Fire Protection and Life Safety

(6) NFPA 241 Standard for Safeguarding Construction, Alteration, and Demolition Operations

(e) The process to be used to analyze worksite hazards or Job Hazard Analysis (JHA) prior to the start of work to ensure that all hazards are abated. These analyses may address facilities, systems/subsystems, operations, processes, materials (including waste), and specific tasks or jobs.

(f) The procedures for emergency actions to be taken to secure dangerous conditions, to protect personnel, and secure work areas in the event of accident or an act of nature.

(g) Describe the Contractor’s training program including identification of responsibility for training employees to assure understanding of safe work practices, hazard recognition, and appropriate responses including protective and/or emergency countermeasures. A discussion on how the Contractor will validate that training requirements have been conducted and satisfied (i.e., physical examination, testing, on-the-job performance, etc.). The Plan shall state all training materials and training records will be provided for NASA review on request.

(h) Address subcontractor employee safety and occupational health for those subcontractors who will be performing work under the contract when one or more of the following conditions apply: (Note: Contractors may not delegate overall site safety responsibility or authority for any personnel working under the provisions of this section to any Subcontractor.)

(1) The work will be conducted completely or partly on premises owned or controlled by the government.

(2) The work includes construction, alteration, or repair of facilities in excess of the simplified acquisition threshold.

(3) The work, regardless of place of performance, involves hazards that could endanger the public, astronauts and pilots, the NASA workforce (including Contractor employees working on NASA contracts), or high value equipment or property, and the hazards are not adequately addressed by Occupational Safety and Health Administration (OSHA) or Department of Transportation (DOT) regulations (if applicable).

(4) When the assessed risk and consequences of a failure to properly manage and control the hazards warrants use of the clause.

This plan, as approved by the Contracting Officer, will be incorporated into the contract.

J-A-17 WARRANTY MATRIX AND MANAGEMENT PLAN (AUG 2024)

The contract warranty matrix provides binding requirements for the standard and extended warranties of equipment manufacturers beyond the standard 1-year construction warranty. The warranty matrix does not relieve the contractor of any additional warranties as required by other sections of this contract/task order, the project drawings, or the project specifications. For any conflicts in warranty duration between the specifications and this warranty matrix, the specification will override.

The Warranty Management Plan is a living document to be reviewed and updated as selected equipment is received and accepted throughout the project. Not later than 30 days after the Notice to Proceed (NTP), the Contractor shall submit the initial draft Warranty Management Plan.