Attachment 1-SATOC General RequirementsV2.pdf

ATTACHMENT 1 -

SINGLE AWARD TASK ORDER CONTRACT (SATOC)

GENERAL REQUIREMENTS

Schriever AFB, Colorado

MAY 2021

Schriever AFB SATOC May 21, 2021

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General Requirements

SECTION TABLE OF CONTENTS DIVISION 01

- GENERAL REQUIREMENTS SECTION 01 11

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 CONTRACT DRAWINGS

1.4 WORK SCHEDULING

1.5 OCCUPANCY OF PREMISES

1.6 EXISTING WORK

1.7 ON-SITE PERMITS

1.7.1 Utility Outage Requests and Utility Connection Requests

1.7.2 Borrow, Excavation, Welding, and Burning Permits

1.8 LOCATION OF UNDERGROUND UTILITIES (EXCAVATION/DIG PERMIT)

1.9 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.10 GOVERNMENT-INSTALLED WORK

1.11 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 DESIGN

3.1.1 General

3.1.2 Specifications

3.1.3 Lighting

3.1.4 Fire Protection

3.2 MISCELLANEOUS

3.2.1 Scheduling

3.2.2 Design Process

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3.2.3 Submittals

Appendix A: SATOC Technical Requirements Appendix B: Dig Permit Confirmation Letter

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PART 1 GENERAL

1.1 SUBMITTALS

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SUMMARY OF WORK

Refer to Appendix A – Technical Requirements

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Contractor shall furnish all management, supervision, labor, materials, equipment, and incidentals required to construct facilities requirements that need design and engineering services incidental to construction. In some instances, the contractor will construct a facility requirement that is 100% designed. In this instance, the successful offeror is not required to provide any additional design and engineering services.

Detailed technical requirements is in Appendix A, Technical Requirements. All work, equipment, and materials required for this contract is staged in an area coordinated with the Contracting Officer. The Contractor shall return all areas affected by construction activities, both within and outside the scope of this project, to their previous existing condition, to include site cleanup, repair of damaged real property, restoration and establishment of native vegetation, and removal of any and all construction refuse generated. The contract shall conform to all applicable Federal, State and local laws, regulations and base-specific standards and applicable Unified Facilities Criteria (UFC). Where there is a conflict between the referenced standards, the most stringent shall take precedence. All work accomplished by the Contractor shall comply with these criteria unless a waiver is obtained from the Air Force when conditions warrant such consideration. All construction work shall be subject to stoppages and delays due to critical SAFB mission requirements. All work shall be coordinated with Base Civil Engineering (BCE) personnel, namely the assigned Construction Manager and/or Project Manager, via the Contracting Officer.

1.2.2 Location

The work is located on Schriever Air Force Base, Colorado. Each individual task order will further define the location.

1.3 CONTRACT DRAWINGS

Refer to Appendix A – Technical Requirements

1.4 WORK SCHEDULING

Each individual task order will provide the performance period by the task. Normal duty hours

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for work are from 7 a.m. to 5 p.m., Monday through Friday. Requests for additional work requires written approval from the Contracting Officer seven (7) calendar days in advance of the proposed work period.

1.5 OCCUPANCY OF PREMISES

For the majority of tasks throughout the life of this contract, work will be in areas where Schriever AFB mission personnel occupy the workspace. Before work starts on each task throughout the life of this contract, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.6 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

1.6.1 Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work that is to remain.

1.6.2 Repair or replace portions of existing work, which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than what existed before new work started.

1.7 ON-SITE PERMITS

1.7.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit utility outage request 14 working days prior to need to 50 CES Construction Manager. Based on mission requirements the request may be approved for dates requested or may be approved for dates other than requested. Contractor shall accommodate these variations with no additional costs to the Government in executing the task order.

1.7.2 Borrow, Excavation, Welding, and Burning Permits

1) Borrow pits are not authorized on Schriever AFB

2) Submit Excavation permits 21 calendar days prior to excavation work.

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Request will be submitted via AF Form 103. See LOCATION OF UNDERGROUND UTILTIES for additional information.

3) Welding, Hot Work Permits (AF 592) shall be coordinated with the SAFB Fire Department. The form can be found at https://static.e-publishing.af.mil/production/1/af_se/form/af592/af592.pdf

4) Burning is not authorized on Schriever AFB.

1.8 LOCATION OF UNDERGROUND UTILITIES (EXCAVATION/DIG PERMIT)

Obtain digging permits prior to start of excavation, and comply with Schriever AFB requirements for locating and marking underground utilities. Contact 50 Civil Engineer (CES) Construction Manager (CM) a minimum of five (5) working days prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Verify the elevations of existing piping, utilities, and any type of underground [or encased] obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Identifying the location of underground utilities generally consists of collaboration with several entities.

The information within this section is provided to clarify the responsibility of the contractor, Base personnel, and outline the SAFB dig permit process. The methods presented herein may differ and it is the contractor’s responsibility to collaborate with Base personnel and all other entities to ensure all is safe and adequate before excavation. The contractor shall ensure all requirements are met within the “Final Dig Permit Package” prior to excavation. All requirements listed herein shall be included with the “Final Dig Permit Package” and shall be provided to the 50 CES CM:

1.8.1. SAFB Dig Permit Process and Requirements:

1) Method 1a) Contractor’s Independent Implementation (web-based):

The following method is only applicable when the Work Management Tools (WMT) website is operational at the time the contractor initiates the dig permit process. If this method is available, the contractor will be able to receive comments online from all stakeholders. The contractor is required to execute this method unless directed otherwise.

To initiate the dig permit process the contractor shall submit an AF Form 103 online.

Contact the 50 CES Construction Manager (CM) for information on how to access the website.

i. Drawing and Description of Work. As an attachment to the AF Form 103, the contractor shall provide drawing(s) showing exact locations and a clear description of the work to be accomplished (e.g. precise perimeter of where excavation will occur). The detail and accuracy of

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the attachment is crucial, as it will be used by Base personnel to determine the area to analyze for utilities. The 50 CES CM and/or Project Manager (PM) will review the attachment, if the attachment is deemed incompetent by 50 CES, the contractor may be requested to resubmit.

ii. Stakeholders. The WMT allows the contractor to send the AF Form 103 (with required attachments) to all appropriate stakeholders for signatures, comments, and/ responses. The contractor shall allow for a minimum of 21 days for this process. If the contractor does not receive a response from a particular stakeholder within the specified time frame, it is the contractor’s responsibility to follow up, inform, and keep the process on schedule. At this stage the AF 103 is for information purposes only, and is not confirmation that all field locates have been performed or that excavation is authorized.

iii. Completed Form. The contractor shall ensure all line items have been filled out prior to digging, including line items that might not be applicable. In such cases, ensure that the line item includes confirmation of receipt by the Base personnel (e.g. “N/A,” “no comment needed”, “no utilities in this area”, etc.).

iv. Field Locates. Prior to digging, the contractor shall ensure all field locates have been completed by each Base personnel (i.e. personnel/entities on the form may leave comments such as: “there are utilities in this area, contact me when you would like me to perform field locates”, or “field locates were performed on this date”). The contractor is required to obtain written confirmation from each Base personnel that performed the field locates prior to digging. The contractor shall understand field locates performed by Base personnel are not exact and may have a variation of three (3) feet on either side of the field locates. After all field locates have been performed it is the contractor’s responsibility to maintain markings and whereabouts of located utilities for the entirety of the project. It is the contractor’s responsibility to ensure no utilities are damaged under their permitted work.

2) Method 1b) Contractor’s Integrated Implementation with 50 CES:

The following method is only applicable when the Work Management Tools (WMT) website is not operational at the time the contractor initiates the dig permit process or if directed to do so by the 50 CES CM. To initiate the dig permit process the contractor shall submit the AF Form 103 to the 50 CES CM, electronically. The latest form can be downloaded from: https://www.e-publishing.af.mil/Product- Index/#/?view=org&orgID=10141&catID=1&isForm=false&modID=449&tabID =131

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i. Drawing and Description of Work. As an attachment to the AF Form 103, the contractor shall provide drawing(s) showing exact locations and a clear description of the work to be accomplished (e.g. precise perimeter of where excavation will occur). The detail and accuracy of this attachment is crucial, as it will be used by Base personnel to determine the area to analyze for utilities. The 50 CES CM and/or Project Manager (PM) will review this attachment, if detail of this attachment is deemed incompetent by 50 CES, the contractor may be requested to resubmit. 50 CES will internally process this request.

ii. Completed Form. The contractor shall ensure all line items have been filled out prior to digging, including line items that might not be applicable. In such cases, ensure that the line item includes confirmation of receipt by the Base personnel (e.g. “N/A,” “no comment needed”, “no utilities in this area”, etc.).

The contractor shall allow for a minimum of 21 days for this process. After receipt of all applicable Base personnel comments and/or responses, the CM will return the document(s) back to the contractor for their records. The CM returning this document to the contractor is for information purposes only, and is not confirmation that all field locates have been performed. Once returned from the CM, the contractor must start excavation within 30 calendar days or a new request must be submitted.

iii. Field Locates. Prior to digging, the contractor shall ensure all field locates have been completed by each Base personnel (i.e. personnel/entities on the form may leave comments such as: “there are utilities in this area, contact me when you would like me to perform field locates” or “field locates were performed on this date”). The contractor is required to obtain written confirmation from each Base personnel that performed the field locates prior to digging. The contractor shall understand field locates performed by Base personnel are not exact and may have a variation of three (3) feet on either side of the field locates. After all field locates have been performed it is the contractor’s responsibility to maintain markings and whereabouts of located utilities for the entirety of the project. It is the contractor’s responsibility to ensure no utilities are damaged under their permitted work.

3) Ticket Locates (Non-Based Owned/Maintained Utilities)

The base has utilities that are owned and maintained commercially by a third party (i.e. not base owned/maintained utilities, local electrical company, etc.). The contractor is responsible to contact the local utility-locating-entity to obtain a list of all utilities in the area of concern (i.e. “Ticket Locates”, typically a list of all applicable entities that have utilities within the area of work). The contractor shall provide this list to the CM (these also may be required attachments to the AF Form 103). The contractor is then responsible to contact each commercial entity and have

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those entities perform their field locates. Within the Final-Dig-Permit-Package, the contractor is required sign off /confirm each entity had conducted field locates on the Dig Permit Confirmation Letter.

4) Contractor’s Independent Investigation (All Other Utilities)

SAFB possesses infrastructure from its original construction that may not be accurately shown on as-built documents. Within the area of work, SAFB may have underground utilities (abandoned and/or live) that cannot be located by base personnel or commercial entities through the processes described above. As a part of this contract, the construction contractor shall perform an independent underground utility investigation. The contractor shall scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, sonic equipment, or other preferred method, for utilities or other underground obstructions not indicated by the base or commercial processes described above (i.e. locate all other utilities not found in previously described processes). The contractor shall investigate to a depth competent to work being performed or 18 inches below the lowest identified utility with the area (whichever condition governs). The contractor shall develop a site map/report with their findings, summarizing all utilities within the area of work. All requirements listed herein shall be included with the Final Dig Permit-Package and provided to the CM for their records.

5) Contractor’s Dig- Permit- Confirmation -Letter

The contractor shall review all conditions, and sign the Dig-Permit-Confirmation- Letter provided as Appendix C.

1.8.2. SAFB Final Dig Permit Package.

The contractor shall package all requirements described herein into a final document referred to as the “Final- Dig -Permit -Package.” The Final- Dig- Permit- Package shall be provided to the CM two (2) days prior to excavation (i.e. giving the CM time to review the package and provide comments/etc.). Once the CM conducts their review and if all is adequate, the CM will provide the last signature on the Dig Permit Confirmation Letter, the contractor then has authorization to proceed with excavation. After approval, the contractor must start excavation within 30 calendar days of the clearance approval or a new request must be submitted. This set of documents ensures the contractor has coordinated all applicable entities prior to excavation. The contractor shall store this document for the entirety of the project. If any utilities are damaged, the contractor shall immediately contact 50 CES customer service or SAFB fire department.

1.9 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

If there is government-furnished material or equipment associated with an individual task order, the individual task order will identify as such. The identification of Government-furnished

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materials and equipment shall be pursuant to Contract Clause FAR 52.245-1 Government Property.

1.10 GOVERNMENT-INSTALLED WORK

In some instances, government-installed work is associated with the installation of systems furniture via separate contract effort.

1.11 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government.

Segregate, itemize, deliver and off-load the salvaged property at the storage area identified in the specific task order requiring this effort. Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage.

Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not Applicable

PART 3 EXECUTION

3.1 DESIGN

The expected level of effort during the life of this contract can range from 35% to 65% design in accordance with the SAFB SATOC Design Guide (DG) in Appendix B. Each task order will specify the expected level of effort. Additionally:

3.1.1 General: The DG details requirements associated with specified design level of effort.

3.1.2 Specifications: These specifications form the basis of the SATOC and are in force for the life of the contract to include option years. Each task order will require project specific additional technical specifications as identified in the design effort.

3.1.3 Lighting: All lighting must comply with the requirements of the latest edition of UFC

3-530-01 Interior and Exterior Lighting Systems and controls.

3.1.4 Fire Protection: Fire protection must comply with the requirements of the latest edition of UFC 3-600-01. Fire protection systems to include but not limited to, wet/dry pipe sprinkler systems, visual and audio alarms, enunciators and control panels shall be designed by a State of Colorado registered fire protection engineer. Submit qualification of the Fire protection engineer at start of contract

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3.2 MISCELLANEOUS

3.2.1 Scheduling

Factor in the following when developing design schedule. Submit schedule at NTP plus 10 days

a) 14 calendar day government review for following:

1) All plans (i.e Quality Control Plan)

2) Design Submittals

3) After each design submittal the contractor shall have five (5) working days to review comments and annotate them in preparation for a design review meeting

4) Plan for one day on site design review meeting to go over comments.

b) Construction shall not commence until design is approved and notice to proceed is issued by the Contracting Officer.

3.2.2 Design Process

a) At each design phase (design kick off, project definition, and schematic design) the government will provide the designer comments using the Comments Resolution Matrix in Appendix F.

b) The contractor shall review the comments and the expectation is one of three comments are made: Concur, non-concur, needs clarification. For non- concur or clarification needed provide details on the form

c) At the review conference only non-concurs or needs clarification will be discussed.

3.2.3 Submittals

The contractor shall develop a submittal register for each task order as part of the design effort. This submittal register is unique to the task requirements at hand. As part of the base contract, Appendix C is the submittal register template provided and recommended for use by the contractor.

3.2.4 Task Order Specific Technical Requirements

Once this contract is awarded, Schriever AFB will issue an individual task order specific requirements document with the following key sections:

- Project Name and Number

- Detailed description of task required to be designed and constructed

- Level of design expected

Once a task fee is negotiated, the contractor is responsible for the design effort to the percentage specified and construction in accordance with the approved design. In general, construction cannot begin until a design is reviewed and agreed upon by the Contracting Officer.

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3.2.5 Pricing

3.2.5.1 Definitions

a) Unit Price Book (UPB): The list and price information for all pre-priced items covered in this contract. The UPB shall include the base cost pricing from the RSMeans Assemblies, RSMeans Facilities Cost Data and the RSMeans Master Composite Cost Data Guides – consisting of Building Construction, Electrical, Mechanical, Plumbing, Green Book, Interior, Site Work & Landscape, Concrete & Masonry and Heavy Construction Cost Data. The UPB shall also include RSMeans trades line items, selective demolition line items, removal and replacement line items, average line items, and Government Furnished Materials line items.

b) Line item: An item or system denoted in the UPB by a unique line item number.

c) Bare costs: The cost of a line item without any multiplier.

d) Multipliers: All factors added to the bare cost pricing of the UPB. This includes the City Cost Index (CCI) and the Contractor’s coefficients.

e) Pre-priced line item: A line item from the UPB with approved changes.

f) Non-pre-priced line item (NPI): A line item that is not a pre-priced line item. All

NPIs must have at least two (2) non-affiliated contractor quotes prior to consideration.

g) Selective demolition line item: The removal of material with no concern for its replacement. If a line item can be found in the UPB for selective demolition, that line item will be used. If there is no line item for selective demolition, the Contractor will locate the line item in the UPB. Then the Contractor will create an alternate pre-priced line item removing the cost for the material and equipment, and the remaining labor amount will be multiplied by 50%. This will be used as the means to demolish that item. This line item will be pre-priced. If the line item cannot be found in the UPB, the demolition will be an NPI.

h) Government Furnished Materials (GFM): On occasion, the government may choose to supply the Contractor with materials to accomplish project requirements. If this occurs, the line item prices for labor and equipment only will be used. They are considered as pre-priced. The Contractor will not adjust the labor and equipment pricing. The materials are to be cared for by the Contractor, and excess materials are to be returned to the government.

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i) All prices in the UPB are for completed and in-place construction unless explicitly described otherwise. Incidental fasteners, such as, nails, screws, bolts, weldments, connectors, and adhesives are included in the bare material cost. Unless specifically omitted in the UPB line item description, testing, adjusting, balancing, and start-up of installed equipment is included in the unit price line number cost found in the UPB. Line items are for end finishes. For example, the line item price for concrete broom finish included all finishes necessary to result in the broom finish.

j) The UPB prices certain line items with a “Minimum labor/equipment charge.” This minimum charge is often the price a tradesman would charge to make a special visit to perform that work. If the contractor is already on-site and the minimum is met, then this item shall not be used as an adjustment to the Unit Price line items.

k) All line item prices assume the installation of the material under normal working conditions. This includes working from scaffolding when appropriate. In other words, the productivity for brick veneer is based upon working not only from the ground, but also from working on scaffolding. Therefore unless the division has specific height exceptions, no allowance or change to the unit price is required for working at different heights. The cost to rent and erect the scaffolding is required.

All scaffolding line items are based upon a one month rental of the scaffolding.

Scaffolding is measured by the square foot of face area where the work is being performed (working height in feet multiplied by the length of the wall in feet) or, in the case of when scaffolding must be erected inside a structure in order to access the ceiling, by the cubic feet (volume) of the actual scaffolding components. Scaffolding is priced separately. There are line items for the material costs and line items for erection/dismantling. It is not appropriate to use the scaffolding line items separately for each subcontractor. Scaffolding should be applied to the job cost once, and the subcontractors are “allowed” to use it.

l) Line items for mobilization and demobilization are for one or the other unless noted otherwise. Normally, a piece of equipment will need to be mobilized and demobilized. Therefore, the line item would normally be included twice per piece of equipment used. Small equipment placed in rear of truck or towed by a pickup truck is limited to those items included in the RSMeans crews.

3.2.5.2 Cost Estimating Software Requirements

a) The Contractor shall purchase and maintain, for the Government, sufficient licenses of e4Clicks Professional Project Estimator software. These licenses are for up to 35 government personnel on Schriever AFB (SAFB) and shall remain the property of the Government.

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b) The Contractor shall purchase, maintain, and use the latest version of e4Clicks Professional Project Estimator for the life of this contract.

c) Information on this software and pricing can be obtained by emailing sales@4clicks.com; let them know this is for the SAFB Single Award Task Order Contract (SATOC). Government Service Administration (GSA) pricing is available for this contract with written consent from the Contracting Officer.

d) Licenses provided shall include technical support to remedy any problems associated with the installation of the estimating software and associated databases. Licensed software shall be fully operational within twenty-one

(21) calendar days of contract award.

e) Over the life of the contract, Contractor shall provide training courses in the

Colorado Springs area, as indicated below, to familiarize Government personnel with the e4Clicks software and cost estimating function. Contractor shall purchase the training through sales@4clicks.com and classes shall be taught by a certified e4Clicks instructor.

1) General software training: Initial for all personnel. Annual refresher for 10 personnel.

2) Discipline specific training: Annual. Two personnel per discipline

(Civil, Mechanical, Electrical, Architect, Construction Managers, Assemblies).

3.2.5.4. Construction Fee

a) Pre-priced Line Items: Bare cost line items from the Unit Price Book (UPB) shall be summated with the CCI applied as described above. The appropriate coefficient shall then be applied to the total. This is the pre-priced line item total.

b) Non-Prepriced Line Items: The non-prepriced line items shall be summated to obtain the non-prepriced line item total. All NPIs must have at least two

(2) non-affiliated contractor quotes prior to consideration. The Contracting Officer (CO) shall determine the final NPI pricing.

c) Total Labor Costs: Shall be calculated separately from the labor cost given in the e4Clicks prepriced line item. The Contractor shall multiple necessary labor-hours by the prevailing wage labor rate in Colorado Springs for the proper craftsman.

Each estimating division shall have the labor cost calculated and added to the SATOC Bid Template, Attachment 2.

d) Non-RA SATOC Coefficient: This includes all indirect costs. The following are examples of line items to include, but not limited to, the following:

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1) Project Management and Coordination, excluded in its entirety.

2) Construction Progress Documentation, excluded in its entirety.

3) Regulatory Requirements, excluded in its entirety.

4) Temporary Facilities Requirements (i.e. office trailers, cell phones, copiers, etc.).

5) City Cost Index.

e) RA SATOC Coefficient: This includes all items identified in the Non-RA

SATOC Coefficient (above) plus:

1) Loss of efficiency associated with Task Orders within the Restricted Area.

2) Personnel Escorts required for specific Task Orders.

3.2.7 Individual Task Order Bid Format

Each individual task order proposal shall be submitted using cost information generated from e4Clicks, Professional Project Estimator.

3.2.8 General

a) The RA Coefficient is only applicable if the task order is associated with the RA. All other task orders will use the Non-RA Coefficient.

b) A project management plan is required and is in force for the duration of this contract.

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APPENDIX A: SATOC Technical Requirements

1.1. PERSONNEL REQUIREMENTS

1.1.1. Contract Project Manager:

a) Degree in Engineering/Architecture or Construction Management with 10 years of direct project management experience - OR

b) 15 years of direct project management experience.

1.1.2 On-Site Project Manager: 5 years of direct project management experience.

1.1.3 Design Team

a) All engineers and architects must have a professional license in the State of Colorado in accordance with FAR 52.236-25

b) Lead Architect Civil, Electrical, Mechanical Engineer and Structural Engineer:

Bachelor’s Degree in the respective discipline plus minimum of 10-years’ experience design facilities and infrastructure requirements.

c) Demonstrated experience in following areas:

i) Medium and low voltage power distribution

ii) ICD/ICS 705 compliance

d) Fire Protection Engineer: Minimum 5 years’ experience and licensed in the United States.

1.1.4 Escorts: Contractor is responsible for escorting all construction personnel for work within the Restricted Area.

1.1.5 Quality Control Manager: Minimum of 7 years demonstrated experience as a quality control manager. Degree not required but a Bachelor’s degree in construction management preferred.

1.1.5 Clearance Requirements:

The key personnel listed in this section shall have or be able to acquire a Tier 1 Investigation (T1). It is the basic and minimum investigation required of all new contractors to facilitate work on Schriever AB and its RA. It is the responsibility of the Contractor to have these investigations completed within 30 days of award of this contract. Contractor shall also ensure that new contractor personnel resulting in staffing changes also have this investigation completed prior to work on Schriever AFB.

Additional information on T1 investigation is at https://www.dtsi.com/careers/clearancesinvestigations/

1.1.6 Every effort should be made to ensure that the design team entity and personnel incorporated in the selected awardee’s proposal shall be the same for life of the contract. If the personnel within that design team have left the entity/company, the contractor may substitute with another individual of commensurate experience. The replacement individual shall have the same qualifications as the original individual at time of award. (For example: If a Civil Engineer with 10 years of experience in the original proposal has left the design team, then the new Civil Engineer shall then have no less than 10 years of experience). At time of award, Attachment 1 – SATOC General Requirements, Appendix A will be updated to reflect minimum experience criteria for the personnel that have been proposed for those positions and those criteria will be enforced through the life of the contract, even if members are replaced.

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1.2. DESIGN GUIDE CLARIFICATIONS

1.2.1. If designing to 65% level of effort, the expectation is there is a kick off meeting followed by Project Definition submittal (10% - 15%), a 35% submittal followed by the 65% submittal

1.2.2. If the designing to 35% level of effort, the expectation is there is a kick off meeting followed by Project Definition submittal (10% - 15%) followed by a 35% submittal

1.2.3. Exceptions to the design guide are as follows:

a) Project Definition: parametric cost estimate not required

b) Concept Design (30% to 35%): Paragraph(s) 5.3.5(3) and 5.3.5(4) of the 50 CES

Design Guide (DG) are not required

c) Paragraph 5.3.6 (value engineering) and Section 16 of the 50 CES DG is not required

d) Interim Design (50% - 65%): Paragraph 5.3.7(3) of the 50 CES DG is not required.

1.3. SPECIFICATIONS

For the duration of this contract, to include all option years, the consolidated division one- specification template in Appendix D of this SOW is applicable to all task orders. The contractor is responsible for editing these specifications to the needs of the individual task order. Each task order shall have a unique submittal register utilizing the template provided in Appendix C

Additionally, the design effort will determine additional, applicable technical specifications to the task order at hand as required by the 50 CES DG and providing the submittal register that accounts for submittals associated with these additional specifications.

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APPENDIX B: Dig Permit Confirmation Letter

This document and all attachments help ensure the contractor has coordinated all applicable entities prior to excavation and indicates they are responsible for all damages. The requirements herein are in conjunction with the contract documents (see Division 01 Specifications, 01 11 00, The contractor shall fill out this document ensuring all requirements have been met prior to digging on Schriever AFB. If the contractor would like to leave comments/additional information, they shall create a document titled “Comments” and include as an attachment to this letter. By signing off, the Contractor’s Representative (CR) is confirming each requirement has been met per direction herein and within the contract documents.

1. From 103 (Base Owned/Maintained Utilities)

a. Map/Plans: The map provided clearly represent the location where excavation will be performed and clearly indicates the extent where field locates need to be performed.

This map(s)/plan(s) are included as an attachment to this document.

Contractor’s Representative: Initial date

b. Form 103: The Form 103 is complete, including signatures and comments from all stakeholders. The final version is included as an attachment to this document.

c. Field Locates: Written confirmation has been provided from all applicable stakeholders, confirming physical field locates have been performed (to including the date they were performed). These written confirmations are included as an attachment to this document (e.g. emails, etc.). Note: If field-locate confirmation and date is provided on the 103 form, it will meet this requirement.

2. Commercial Locates (Non-Base Owned/Maintained Utilities)

a. Utility-Locating-Entity: The local utility-locating-entity has been contacted and a list of all commercial utilities has been provided. This list is provided as an attachment to this document.

b. Field Locates: All applicable commercial entities have been contacted and all field locates have been performed by these entities.

3. Contractor’s Independent Investigation (All Other Utilities or Obstructions)

a. Independent Investigation: An investigation has been performed per the contract requirements. Note: If this service is not required within the original contract documents, the CR shall fill in as Not Applicable (N/A).

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b. Final Utility Site Map: All information from the processes herein has been compiled into a final utility site map and is provided as an attachment to this document. Note: If this service is not required within the original contract documents, the CR shall fill in as Not Applicable (N/A).

4. Final Signatures

a. Contractor’s Final Signature: The final signature below indicates the contractor’s confirmation that the area is safe for excavation (this includes all other reasonable measures not stated by the contract or herein, to ensure safe excavation). This signature is requesting permission to conduct excavation and also indicates the contractor is responsible for all damages due to excavation.

Contractor’s Representative:

Signature date

b. Government’s Construction Manager (CM): The CM holds no liability regarding damages. The CM’s signature is not indicating adequacy, sufficiency, or responsibly of the dig permit documents herein. The signature below only indicates the CM has no objections or questions for the contractor regarding this submittal and excavation can proceed. If the CM has questions they shall not provide a signature below.

Government’s Construction Manager:

Signature date

If the CM has questions they shall not sign this document. Their questions/concerns shall be directed to the contractor. The contractor shall resolve the issues or concerns, document the resolution, attached with this document, and re-submit to CM for final signature.

After the contractor receives the CM’s final signature, they may proceed with excavation. This document and all attachments will be referred to as the Final-Dig-Permit-Package. This set of documents helps ensure the contractor has coordinated all applicable entities prior to excavation and indicates they are responsible for all damages. The contractor shall store this document for the entirety of the project. If any utilities are damaged, the contractor shall immediately contact 50 CES customer service or SAFB fire department.