SOW-08272021-Revised.pdf

REPAVE-C-ST-EAST-FULL-DEPTH-REPAIR TYMX216966

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.10

JBSA SUMMARY OF WORK

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 GENERAL

1.2.2 LOCATION

1.2.3 DESIGN

1.2.4 CONSTRUCTION

1.2.5 DEMOLITION

1.2.6 NEW WORK

1.3 CONTRACTOR LAYDOWN YARD

1.4 ENVIRONMENTAL MANAGEMENT

1.5 TRAFFIC PLAN

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00.10 Page 1 08/27/21

SECTION 01 11 00.10

JBSA SUMMARY OF WORK

The report recommends complete reconstruction. The Contractor shall provide design and complete reconstruction for full depth road replacement of C Street East on JBSA Randolph. The work shall include all necessary labor, materials, equipment, and supervision to perform roadway, curb and gutter,pavement marking, and associated roadway repairs for approximately 1,380 LF x 34-ft wide section of C St East from Northeast Dr to 5th St East. This is a design-build project. This project is located on Joint Base San Antonio, Randolph (JBSA-RND) Texas (TX). Reference Appendix A for Location Map.

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for all submittals listed below. Submit the following in accordance with this section.

Preconstruction Submittals

Environmental Protection Plan

Stormwater Pollution Prevention Plan

Traffic Control Plan And Reroute Plan

Haul Road Plan

Work Plan

Accident Prevention Plan

Quality Control Plan

Geotechnical Analysis

Product Data Material

All Product Data Must Be Submitted For Approval

Design Data

Design Schedule

Design Submittals - 65%, 95%, 100%, For Construction

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 GENERAL

Upon the receipt of Notice to Proceed (NTP), the contractor shall

SECTION 01 11 00.10 Page 2 08/27/21 coordinate the mobilization plan with 802d CES Project Manager (PM) to ensure smooth startup. The contractor shall make all effort to minimize any adverse effect to the normal training of the mission beyond the boundaries of the project area. The purpose of this project is to provide a full depth pavement replacement along C St East from 5th St East to Northeast Dr. Upon completion of the project, the contractor shall provide a complete and usable product for roads, storm drains, utilities, and pedestrian traffic.

The road shall be constructed to meet or exceed the guidelines as specified in UFC 3-250-01 Pavement Design for Roads and Parking Areas.

1.2.2 LOCATION

The work is located along C St East from Northeast Dr to 5th St East,approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2.3 DESIGN

The overall scope of work (SOW) includes full depth replacement of C St East from 5th St East to Northeast Dr. within the provided limits; approximately 1,380 LF x 34 ft wide.

Contractor shall submit the geotechnical report and analysis for review during the design process. JBSA Randolph AFB, TX does not have roadway as-builts for C Street East. However, pictures from current construction shown roadway sections. See Appendix I. In additon, America Water has provided the design plans for their ongoing water line replacement project along C St East. See Appendix E.

Contractor shall provide own method of ensuring the finished project is complete and a usable surface of the road to include utilities, pedestrian traffic, including but not limited to curb, gutters, striping paint, and drain inlets along with the road being at a consistent elevation. Contractor shall provide a road that is structurally sound, has no new puddling, no soft spots, no raveling, and no cracks. Driveways, ramps and minor roadways are not included in this scope of work.

Contractor shall ensure that finished elevations do not affect existing drainage patterns or change/affect watersheds.

Contractor shall submit Work Plan (schedule), Design Schedule, Striping Plan, Laydown Yard Plan, Joint Plan, construction schedule, environmental protection plan, and Storm Water Pollution Prevention Plan (SWPPP).

Contractor shall field verify all required dimensions and information prior to producing the design documents.

Contractor shall submit with all Design packages the following items:

Road grades, details, plans, drawings and plan and profile views.

Contractor shall provide specifications for complete list of tests.

The contractor shall submit for government review and approval, 5 sets bound paper copies (24" x 36" or larger) and electronic copies (5 CD) of 65%, 95%, 100% and For Construction Design Package signed (stamped) by a Texas State licensed Professional Engineer (P.E.) design packages consisting of detailed design analyses, plans, materials list, calculations, and specifications for the accomplishment of all construction work.

SECTION 01 11 00.10 Page 3 08/27/21

Contractor shall submit a signed and sealed "For Construction" design package incorporating all corrections from 65%, 95%, and 100% review.

Mobilization and construction effort will only be allowed to begin upon the receipt of signed and sealed "For Construction" design package, all submittals are approved, road/lane closure and once the traffic plan is signed by the 502 Air Base Wing.

All electronic copies shall be provided to the government in the native file format and PDF format.

1.2.4 CONSTRUCTION

All construction work shall be in strict conformance with UFC 3-250-01 standards and specifications and all necessary requirements depicted in this SOW. See Appendix D for information. The work performed by the contractor shall result in a complete and fully functioning roadway.

Contractor shall not mobilize until all submittals are approved, road/lane closure and traffic plan are signed by 502 Air Base Wing and the Contracting Officer permits in writing.

1.2.5 DEMOLITION

Contractor shall abate approximately 1300 LF of lead based paint center striping. The contractor shall be responsible for the collection and disposal of all lead paint chips and lead paint-contaminated materials.

All necessary accumulation, disposal activities, and documentation shall be coordinated with the 902 CES/CEAN Environmental Office. All Waste Manifests for Lead-containing materials shall be signed (approved) by 902 CES/CEAN without exception. All Lead manifests will require a Waste Profile Sheet which is the responsibility of the abatement contractor and material or components from the base. See Appendix J - JBSA Lead Based Paint Inventory.

Contractor shall remove street signage, approximately one stop sign at the intersection of Northeast Dr and C St East, and demolish. See Street Signage Attachment.

Contractor shall remove and replace two existing grate inlets (~ 12" x 18") near the intersection of Northeast Dr. and C St East. Contractor shall field verify grate size. See Appendix C for approximate locations.

The existing C Street WEST roadway was recently cut open for trench work by American Water. Trench photos have been provided in Appendix L. The photos show 7 inches of concrete on top of 10 inches aggregate base material with 1 1/2" asphalt. C Street East does not have ashalt overlay.

Contractor shall field verify roadway section for C Street East and verify roadway section since as Builts are not available. Contractor shall excavate and remove the concrete and base material down to the existing subgrade or designed depth. Pictures from American Water of trench construction along C St East are provided in Appendix I.

Contractor shall remove the roadway from back of curb to back of curb.

Contractor shall remove/ excavate approximatley 2,800 LF existing concrete curb along both sides of C St East from the intersection of Northeast Dr. to 5th St East. Spoil material generated shall be removed and disposed of off-base according to JBSA Environmental Specification.

SECTION 01 11 00.10 Page 4 08/27/21

Contractor shall notify project manager immediately when hitting an unexpected utility line/pipe.

Contractor shall maintain a safe, clean, and dust free environment to prevent any adverse effect to the normal operations for the area or any other adjacent areas. Contactor can leave excavating machinery in place only if enclosed by safety fencing.

Contractor shall protect government property from potential damage during construction. This includes trees along C St East. The Contractor is responsible for providing tree protection during construction. Contractor is responsible for painting any open roots with pruning paint. Contractor is responsible for properly documenting the condition of the property prior to the start of construction. Contractor shall be responsible for repairing any damages to government property due to contractor's negligence, at its own cost.

All spoil material generated shall be removed and disposed of off-base according to JBSA Environmental Specification.

All demolished materials at the conclusion of the project will become the property of the contractor and shall be removed off-site and disposed in accordance with all applicable local, state, and federal laws.

The 502d CES Environmental specifications define the contractor's responsibility for moving, disposal, testing, transportation, stockpiling, and fees of any soil, recycled asphalt, debris or recycled concrete.

Contractor shall dispose of all spoils. Contractor shall provide all testing, transportation and fees associated with fill dirt, spoils and debris. Contractor shall add cost to proposal for removing any materials off base or testing of any materials. The 502d CES Environmental are the ones who determine if soil needs to be tested. Contractor shall fill out proper paper work for removing any soil, asphalt, or concrete off base.

1.2.6 NEW WORK

Contractor shall replace in kind approximately 1,380 LF x 34 ft wide of concrete pavement. Contractor shall refer to UFC 3-250-01 Pavement Design for Roads and Parking Areas when designing Concrete Pavement. See Appendix D for link to UFC 3-250-01.

Contractor shall install orange plastic safety fencing per approved site plan and storm water protection per approved storm water plan. Contractor shall maintain safety fence properly. Contractor shall replace immediately if the fencing becomes damaged or broken. Contractor shall clean the fence line and storm water protection as required by 802d CES PM. Contractor shall put up appropriate signs indicating the area is a construction zone, sidewalks are closed, hardhats are required, and additonal signage required by the traffic plan and safety regulations.

Contractor shall protect existing drainage inlets per the approved SWPPP.

Contractor shall maintain the existing roadway slope to ensure finished roadway drainage patterns remain the same.

Contracting Officer Representative (COR) shall be notified in writing 48-hours in advance of all proof-rolling and all density testing that will

SECTION 01 11 00.10 Page 5 08/27/21 be performed by the contractor or contractor's independent testing firm.

Contracting Officer Representative shall witness proof-rolling and all density testing.

Contractor shall install/lay 6-inch concrete curb (~2,800 LF) along C St East per UFC 3-250-01 Pavement Design for Roads and Parking Areas.

Contractor shall use own method (certified/licensed surveyor, string line, or GPS, etc.) not gutter elevation, to ensure road is at proper finish grade elevation.

Contractor shall install signage that was demolished/ removed with new signage per Street Signage Attachment.

Contractor shall install two new grate inlets (~ 12" x 18") near the intersection of Northeast Dr. and C St East. See Appendix C for existing locations.

Contractor shall protect government equipment and property from damage during construction. Static displays, buildings, trees, and various parking lots are within the area that should be taken into account.

Contractor shall be responsible for repairing any damages to government property due to contractor's negligence, at its own cost. Contractor is responsible for painting any open roots with pruning paint to protect trees.

Contractor shall re-stripe roadway to match existing.

The 502d CES Environmental specifications define the contractor's responsibility for moving, disposal, testing, transportation, stockpiling, and fees of any soil, recycled asphalt, debris or recycled concrete.

Contractor shall dispose of all spoils. Contractor shall provide all testing, transportation and fees associated with fill dirt, spoils and debris.

1.3 CONTRACTOR LAYDOWN YARD

The government will provide a laydown yard area. The laydown yard shall be used to store materials, place Conex boxes, store equipment and tools, lay an office trailer, employee parking, lay a dumpster and place sanitation facilities. The laydown yard shall be returned to the original condition and grass shall be restored prior to final payment. Fence fabric shall be installed on the "public" side of the site's construction fence and maintained in a neat and tight fashion onto the fence. Fence fabric damaged during the construction phase shall be replaced at the direction of the Contracting Officer. Fence fabric material color shall be dark brown and submitted to the Contracting Officer for approval. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit.

The contractor shall remove the temporary fence upon completion and acceptance of the project and restore the area to prior conditions.

Contractor employees shall park privately owned vehicles in an area designated by the Contracting Officer if not parking in the laydown yard.

Contractor employee parking shall not interfere with existing and established parking requirements of the military installation. Contractor shall get with the 802d CES PM for location and map.

The contractor shall provide and maintain within the construction area

SECTION 01 11 00.10 Page 6 08/27/21 minimum field-type sanitary facilities approved by the Contracting Officer. Government toilet facilities will not be available to contractor's personnel. Contractor shall bring a sanitary station (Port-O-John) to have on site at laydown yard. Sanitary station shall be secured such that high winds will not push it over.

1.4 ENVIRONMENTAL MANAGEMENT

The contractor shall comply with all provisions of JBSA-Randolph Environmental Protection specification as applicable to this contract.

1.5 TRAFFIC PLAN

Buildings along C St East from Northeast Dr. to 5th St East will be impacted by this construction. Ensure that proper driveway egress is established to keep access to all buildings during construction.

Traffic Plan: The Contractor shall come up with a plan to close C St East from Northeast Dr. to 5th St East during construction. The plan shall show dates, times, signage, traffic route, road detours, sidewalk detours (is any) placement of barricades, TxDOT number of all MUTCD signs and barriers, maps showing placement of signs, barriers and direction of traffic, as well a as paragraph description all that will be incorporated into the closure.

The base will then get the proper approvals for the closure to commence.

The road closure request plan shall be submitted a minimum of 8 weeks prior to closure date. Road closure request must be approved before start of work.

American Water has ongoing work around Randolph AFB and has prior road closure approvals. Attached are American Water's approved road closures.

See Appendix K.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00.10 Page 7 08/27/21

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

JBSA WORK RESTRICTIONS

10/19

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SPECIAL SCHEDULING REQUIREMENTS

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

1.4.1.1 Subcontractors and Personnel Contacts

1.4.1.2 Installation Access

1.4.1.3 Government Housing Areas

1.4.1.4 No Smoking Policy

1.4.2 Emergency Response Requirement

1.4.3 Radioactive Materials and Equipment (Use and Storage)

1.4.4 Work Outside Regular Hours

1.4.5 Permits and Requests

1.4.5.1 Digging Permits / Utility Locate

1.4.5.2 Utility Outage Permit

1.4.5.3 Hot Work Permits

1.4.5.4 Road Closure Approval Requests

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 14 00 Page 1 08/27/21

SECTION 01 14 00

JBSA WORK RESTRICTIONS

10/19

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. AIR FORCE (USAF)

AFI 40-201 (Incorporating Change 1, 17 December 2015) Radioactive Materials (RAM) Management

AFI 48-148 (20 NOVEMBER 2014) Ionizing Radiation Protection

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor QC approval.

Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals list of Contract Personnel ; G

Installation Access

1.3 SPECIAL SCHEDULING REQUIREMENTS

All medical and mission critical areas will remain in operation during the entire construction period. The contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

Permission to interrupt any Activity roads, railroads, and/or utility service must be requested in writing a minimum of 30 calendar days prior to the desired date of interruption.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification

SECTION 01 14 00 Page 2 08/27/21

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contract personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency, As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.4.1.2 Installation Access

Non DOD persons (Contractors, vendors, etc) requiring entry to JBSA installation Randolph shall be sponsored by an authorized DBIDS registered DOD ID card holder.

Sponsors must notify the Security Forces Visitor Control Center for the installation that access is required no later than 10 days prior to the requested entry date. Sponsors or Authorizing Official must request the permit in writing or via email from a .mil address to the Visitor Control Center. An Application for the Installation Access Credential form will be submitted by the Sponsor or Official to the Pass and Registration Office.

Contractor and vendor companies requiring access to JBSA shall provide the credential information for their employees to the sponsor in order to process the access.

All construction contractor employees shall have:

a. One form of picture identification

b. Provide personal (full name, date of birth, ID type, ID number, and state or country) and vehicle information.

The following is also required for passes 60 days or longer:

a. A memo from the construction company on company letterhead stating the reason for entry, contract number, project start and end date, and the location at JBSA of where the jobsite is located.

1.4.1.3 Government Housing Areas

a. Haul routes to and from constructions sites cannot go through the housing, residential areas.

b. When working inside a housing area, working hours are limited to 0800 (8 am) to 1600 (4 pm) unless otherwise approved by the Contracting Officer.

1.4.1.4 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

1.4.2 Emergency Response Requirement

Contractors reporting an emergency should provide the 9-1-1 dispatcher with the following information:

a. Building number, address or general location

SECTION 01 14 00 Page 3 08/27/21

b. Name

c. Phone number

d. Emergency information (cause of fire, explosion, natural gas leak, injuries, etc.)

e. Please, do not hang up the phone until directed by the 9-1-1 dispatcher.

IMPORTANT: If calling 9-1-1 from a mobile phone on any JBSA location you will be directed to the local 9-1-1 dispatcher. Advise the local dispatcher of your JBSA location. Immediately, the local dispatcher will transfer the 9-1-1 phone call to a JBSA emergency dispatcher.

1.4.3 Radioactive Materials and Equipment (Use and Storage)

a. Non-Air Force agencies, including contractors, who intend to use, or store, radiation sources on Joint Base San Antonio, Fort Sam Houston and Camp Bullis must obtain proper authorization in accordance with the above references AFI 40-201 and AFI 48-148 . Non-Air Force agencies will not use radiation sources on referenced locations without an approved Department of the Air Force Radiation Permit. Such equipment typically includes equipment for Soil Density Testing, Lead-Based Paint Analysis (X-Ray fluorescent analyzer), etc.

b. Non-Army agencies (including civilian contractors) require an Air Force Radiation Permit(s)(AFRP) to use or possess ionizing radiation sources on an Air Force installation. For the purpose of this paragraph, ionizing radiation source means any source that, if held or owned by an Air Force organization, would require a specific NRC license or Air Force radiation authorization - ARA.

c. The non-Air Force applicant will apply by letter with supporting documentation through the Installation Radiation Safety Officer (RSO).

Submit the letter so that the installation representative receives the application at least thirty (30) days before the requested start date of the permit.

d. The Air Force radiation permit (AFRP) application will specify start and stop dates for the AFRP and describe for what purposes the applicant needs the AFRP. See the document in Appendix A for AFRP requirements and instructions to apply for a permit. The following information shall be submitted to the RSO for the AFRP request.

1) Brief Description of Proposed Activities

2) The applicant possesses a valid U.S. Nuclear Regulatory Commission (NRC) Form 347 material license that allows the applicant to use the source as specified in the AFRP application.

3) The applicant possesses a valid Agreement State or Radioactive Material License (Texas Department of Health, Bureau of Radiation Control) license that allows the applicant to use radioactive material (RAM) as specified in the AFRP application and the applicant has filed NRC Form 241, Report of Proposed Activities in Non-Agreement States, with the NRC in accordance with 10 CFR

150.20. A copy of the NRC Rom 241, must accompany the TRC Form 12-1. An AFRP issued under this circumstance will be valid for no more than 180 days in any calendar year.

4) Project Local Point of Contact: Name, Address, and Phone.

SECTION 01 14 00 Page 4 08/27/21

5) Company Radiation Safety Officer: Name, Address, and Phone.

6) Copy of Contractual Clause of the Air Force/Army Contract describing work to be performed and inclusive dates (from the contract)

7) Provide log of actual equipment usage to the JBSA-FSH RSO.

8) Leak test documentation for the equipment with the radioactive source(s).

9) Site map defining area where radioactive materials/equipment is to be used.

10) Radiation Safety Program to include standard operating procedures (SOP), training program and designation of Radiation Protection/Safety Officer.

11) Written confirmation that the JBSA-FSH RSO can conduct periodic assessments and has authority to suspend contractor operations believed to be unsafe.

12) For naturally occurring or accelerator produce radioactive material (NORM/NARM) and machine-produced ionizing radiation sources, the applicant has an appropriate State authorization that allows the applicant to use the source as specified in the AFRP application or has in place a radiation safety program that complies with Air Force requirements.

e. All AFRPs will require applicants to remove all permitted sources from Air Force property by the end of the work day. (Ft. Sam Houston policy, no radiation producing equipment will be stored on Ft. Sam Houston and Camp Bullis property overnight).

f. Disposal of radioactive material (RAM) by non-Air Force agencies on Air Force property is strictly prohibited. 3.2.3 Review, Approval/Disapproval. Review of the permit request and subsequent approval/disapproval requires approximately 30 days.

g. Submission of Application. Submit three copies of the application with the required supporting documentation to 502nd Air Base Wing Safety Office, Safety Point of Contact:

JBSA Installation Radiation Protection Officer (RSO) 59th Medical Wing/SGPB 559 MDW Office Telephone No: 210.671-7205

1.4.4 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 5 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

SECTION 01 14 00 Page 5 08/27/21

1.4.5 Permits and Requests

All permit requests must include at minimum the following:

a. Site Map (8" x 11" or 8" x 14") 5 complete copies

b. 100% Construction Drawings 5 complete copies

c. Project Name and Number

d. Contractor & Subcontractor Name

e. Brief Description of Work - Identify all buildings and/or facilities possibly affected.

f. Desired Date for Work to Begin

g. Estimated Duration of Work

h. 14 Day Advance Notice minimum, unless otherwise noted.

i. Contractor's Representative Contact Information

1.4.5.1 Digging Permits / Utility Locate

a. Digging permits must be obtained prior to prior to any digging, drilling or any excavation work.

b. Digging permit /utility locates are available by submitting the completed US Air Force Form 103 located in Appendix G to the 802D CES Construction Manager.

c. Contractor to allow 14 calendar days for Government review of digging permit requests. A digging permit for a specified area of excavation expires 30 days after the issue date; the contractor shall re-apply for a new permit to perform excavation in the area if the excavation was not started within the 30-day period.

d. Permits will identify all underground utilities within 5 feet of the designated area. Contractor shall be responsible for all repairs, costs, and damages due to excavating without permit or damaging an identified utility. It shall be the responsibility of the contractor to document and preserve markings until they are no longer needed. The government will not be responsible for re-marking an area already covered by an existing digging permit.

1.4.5.2 Utility Outage Permit

a. Contractor shall complete and submit a written request 14 days in advance of the requested utility outage to CES Utility Manager through the 802D CES Construction Manager. The request shall include the utility service to be affected, proposed date, proposed time, and outage duration.

b. Contractor shall be responsible to coordinate with CPS Energy about any energy or gas outage request. This coordination is separate than the government coordination.

c. Provide CES Construction Manager a copy of the written Utility Outage

SECTION 01 14 00 Page 6 08/27/21 request.

d. After submitting the request to the government, the contractor shall received approval from the government prior to schedule a utility outage.

1.4.5.3 Hot Work Permits

Under no circumstances shall hot work operations start without a hot work permit.

All welding and cutting operations shall be performed in accordance with National Fire Protection Association NFPA Standard 5lB Fire Prevention during Welding, Cutting, and Other Hot Work. Contact the site specific JBSA fire department to request an AF Form 592 USAF Welding, Cutting and Brazing Permit. Ensure a copy of the AF Form 592 is located on site. Phone numbers are:

JBSA-Ft Sam Houston/Camp Bullis Fire Prevention

(210) 221-2727

JBSA-Lackland Fire Prevention (210) 671-2921

JBSA-Randolph Fire Prevention (210) 652-6915

Permits expire in 30 days. If work will extend beyond 30 day period the contractor shall contact JBSA Fire and Emergency Services to re-issue a new permit.

1.4.5.4 Road Closure Approval Requests

a. Road closings will not be permitted without approval. To get approval for a proposed road closure contractor shall submit a traffic control plan to the 802D CES Project Manager prior to anticipated need for closure

b. The Contractor traffic control plan will include each section of road that will be worked on or impacted as a result of this contract. The traffic control plan shall be in accordance with "Traffic Controls for Street and Highway Construction and Maintenance Operations" of the latest edition of the "Texas Manual on Uniform Traffic Control Devices."

c. Contractor will provide traffic control signs and barricades for all street widening and extensions. At least one lane of traffic must be maintained at all times.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 14 00 Page 7 08/27/21

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

10/19

PART 1 GENERAL

1.1 PROGRESS AND COMPLETION PICTURES

1.2 SUPERVISION

1.2.1 Minimum Communication Requirements

1.2.2 Superintendent Qualifications

1.2.2.1 Duties

1.3 PRECONSTRUCTION CONFERENCE

1.3.1 Start of Construction Work

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 30 00 Page 1 08/27/21

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

10/19

PART 1 GENERAL

1.1 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of work, during work, prior to cover up of permanently concealed work, and at completion of work. Color digital photographs, in JPEG format, shall be provided to the Contracting Officer with each progress payment for unrestricted use by the Government.

1.2 SUPERVISION

1.2.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.2.2 Superintendent Qualifications

The project superintendent must have experience in construction on projects similar in size and complexity. 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 individual must be capable of interpreting project specifications, project schedule, and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.2.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend JBSA meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

SECTION 01 30 00 Page 2 08/27/21

1.3 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual understanding relative to the administration of the safety program, quality control program, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work shall also attend.

1.3.1 Start of Construction Work

If the Contractor has submitted the Accident Prevention (Safety) Plan, Quality Control Plan, and Environmental Protection Plan for review prior to this meeting, these may be accepted in to or accepted with comments at the conference. Construction work will not proceed until after this meeting has been held, the plans noted above have been accepted, and the Notice to Proceed has been received and acknowledged by the Contractor.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

10/19

PART 1 GENERAL

1.1 QUALIFICATIONS

PART 2 NOT USED

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT

3.3 PROJECT SCHEDULE

3.3.1 AF IMT 3064

3.3.2 Use of the Critical Path Method

3.3.3 Level of Detail Required

3.3.4 Project Schedule Submissions

3.3.4.1 Preliminary Project Schedule Submission

3.3.4.2 Initial Project Schedule Submission

3.3.4.3 Periodic Schedule Updates

3.3.5 Periodic Progress Meetings

3.3.5.1 Update Submission Following Progress Meeting

3.3.5.2 Progress Meeting Contents

3.3.6 Submission Requirements

3.3.6.1 Change Justification

3.3.6.2 Additional Submission Requirements

3.3.7 Ownership of Float

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

10/19

PART 1 GENERAL

1.1 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

PART 2 NOT USED

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

A Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers, subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of the Contracting Officer to evaluate Contractor's progress for the purposes of payment. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum allowed by Contract, each payment period, until revisions to the Project Schedule have been made.

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 AF IMT 3064

Use of the AF IMT 3064 will be the normal requirement for contractor

SECTION 01 32 01.00 10 Page 2 08/27/21 construction schedule as part of this contract and shall include the required items, submittals, level of detail and contract requirements listed below for critical path method activities (Work Elements), in this paragraph C. through F and as detailed in the Instructions to Contractors on the reverse side of the AF IMT 3064, Form.

3.3.2 Use of the Critical Path Method

The Critical Path Method CPM of network calculation shall be used to generate the Project Schedule. The Contractor shall provide the Project Schedule in the Precedence Diagram Method (PDM).

3.3.3 Level of Detail Required

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule.

The Contracting Officer will use, but is not limited to the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

a. Activity Durations: Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations.

Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods (usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).

b. Procurement Activities: Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 90 days. Examples of procurement process activities include, but are not limited to:

submittals, approvals, procurement, fabrication, and delivery.

c. Critical Activities: The following activities shall be listed as separate line activities on the Contractor's project schedule:

i. Pre-final inspection.

ii. Correction of punch list from pre-final inspection.

iii. Final inspection.

iv. Construction phasing.

d. Government Activities: Government and other agency activities that could impact progress shall be shown. These activities include, but are not limited to: approvals, approvals, design reviews, environmental permit approvals by State regulators, inspections, and Notice to Proceed (NTP) for phasing requirements.

e. Responsibility: All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by the Responsibility Code.

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a. Work Areas: All activities shall be identified in the project schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area. The work area of each activity shall be identified by the Work Area Code.

b. Modification or Claim Number: Any activity that is added or changed by contract modification or used to justify claimed time shall be identified by a mod or claim code that changed the activity. Activities shall not belong to more than one modification or claim item. The modification or claim number of each activity shall be identified by the Mod or Claim Number.

Whenever possible, changes shall be added to the schedule by adding new activities. Existing activities shall not normally be changed to reflect modifications.

c. Feature of Work: All activities shall be identified in the project schedule according to the feature of work to which the activity belongs. Feature of work refers, but is not limited to, a work breakdown structure for the project. The feature of work for each activity shall be identified by the Feature of Work Code.

f. Scheduled Project Completion: The schedule interval shall extend from NTP to the Contract completion date.

a. Project Start Date: The schedule shall start no earlier than the date on which the NTP was acknowledged. The Contractor shall include as the first activity in the project schedule an activity called "Start Project". The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

b. Constraint of Last Activity: Completion of the last activity in the schedule shall be constrained by the contract completion date. Calculation on project updates shall be such that if the early finish of the last activity falls after the contract completion date, then the float calculation shall reflect a negative float on the critical path. The Contractor shall include as the last activity in the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

c. Early Project Completion: In the event the project schedule shows completion of the project prior to the contract completion date, the Contractor shall identify those activities that have been accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion. Contractor shall specifically address each of the activities noted in the narrative report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the Contract period.

g. Interim Completion Dates: Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim

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d. Start Phase: The Contractor shall include as the first activity for a project phase an activity called "Start Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date on which the NTP was acknowledged, and a zero day duration.

e. End Phase: The Contractor shall include as the last activity in a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

f. Phase X: The Contractor shall include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" activity shall be logically tied to the earliest and latest activities in the phase.

h. Default Progress Data Disallowed: Actual Start and Finish dates shall not be automatically updated by default mechanisms that may be included in CPM scheduling software systems. Actual Start and Finish dates on the CPM schedule shall match those dates provided from Contractor Quality Control Reports. Failure of the Contractor to document the Actual Start and Finish dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.

i. Out-of-Sequence Progress: Activities that have posted progress without all preceding logic being satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case approval of the Contracting Officer.

The Contractor shall propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

j. Negative Lags: Lag durations contained in the project schedule shall not have a negative value.

3.3.4 Project Schedule Submissions

The Contractor shall provide the submissions as described below. The data reports and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS.

3.3.4.1 Preliminary Project Schedule Submission

The Preliminary Project Schedule, defining the Contractor's planned operations shall be submitted for approval within 10 calendar days after the NTP is acknowledged. The approved preliminary schedule shall be used for payment purposes not to exceed the first 30 calendar days after NTP.

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3.3.4.2 Initial Project Schedule Submission

The Initial Project Schedule shall be submitted for approval within 30 calendar days after NTP. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail.

3.3.4.3 Periodic Schedule Updates

Based on the result of progress meetings, specified in "Periodic Progress Meetings," the Contractor shall submit periodic schedule updates. These submissions shall enable the Contracting Officer to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.3.5 Periodic Progress Meetings

Conduct a mutually agreed upon periodic progress meeting with the Government for the purpose of jointly reviewing the actual progress of the project as compared to the as planned progress and to review planned activities for the upcoming two weeks. Use the current approved schedule update for the purposes of this meeting and for the production and review of reports. At the progress meeting, address the status of RFIs, RFPs and Submittals.

3.3.5.1 Update Submission Following Progress Meeting

A complete update of the project schedule containing all approved progress, revisions, and adjustments, based on the progress meeting, shall be submitted not later than four (4) working days after the progress meeting.

3.3.5.2 Progress Meeting Contents

Update information, including Actual Start Dates, Actual Finish Dates, Remaining Durations, and Cost-to-Date shall be subject to the approval of the Contracting Officer. As a minimum, the Contractor shall address the following items on an activity by activity basis during each progress meeting. The Contracting Officer's determination as to the number of allowable days of contract extension shall be based upon the project schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in the extension of the schedule, will not be a cause for a time extension to the contract completion date.

3.3.6 Submission Requirements

3.3.6.1 Change Justification

The Contractor shall submit a justification for each request for a change in the Contract completion date of less than two (2) weeks based upon the most recent schedule update at the time of the NTP or constructive direction issued for the change. Such a request shall be in accordance with the requirements of other appropriate Contract Clauses and shall include, as a minimum:

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a. A list of affected activities, with their associated project schedule activity number.

b. A brief explanation of the causes of the change.

c. An analysis of the overall impact of the changes proposed.

d. A sub-network of the affected area.

e. Activities impacted in each justification for change shall be identified by a unique activity code contained in the required data file.

3.3.6.2 Additional Submission Requirements

For requested time extension of over two (2) weeks, the Contracting Officer may request an interim update with revised activities for a specific change request. The Contractor shall provide this disk within four (4) days of the Contracting Officer's request.

3.3.7 Ownership of Float

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

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DIVISION 01 - GENERAL REQUIREMENTS

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SUBMITTAL PROCEDURES

10/19

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 Design-Build Submittal Classifications

1.3.2.1 Designer of Record Approved (DA)

1.3.2.2 Government Conformance Review of Design (CR)

1.3.2.3 Designer of Record Approved/Government Conformance Review

(DA/CR)

1.3.2.3.1 Variations from the Accepted Design

1.3.2.3.2 Substitutions

1.3.2.4 Designer of Record Approved/Government Approved (DA/GA)

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

1.4.2.2 Format for SD-02 Shop Drawings

1.4.2.2.1 Drawing Identification

1.4.2.3 Format of SD-03 Product Data

1.4.2.3.1 Product Information

1.4.2.3.2 Standards

1.4.2.3.3 Data Submission

1.4.2.4 Format of SD-04 Samples

1.4.2.4.1 Sample Characteristics

1.4.2.4.2 Sample Incorporation

1.4.2.4.3 Comparison Sample

1.4.2.5 Format of SD-05 Design Data

1.4.2.6 Format of SD-06 Test Reports

1.4.2.7 Format of SD-07 Certificates

1.4.2.8 Format of SD-09 Manufacturer's Field Reports

1.4.2.9 Format of SD-11 Closeout Submittals

1.4.3 Source Drawings for Shop Drawings

1.4.3.1 Source Drawings

1.4.3.2 Terms and Conditions

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of SD-01 Preconstruction Submittal Copies

1.5.2 Number of SD-04 Samples

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Design-Build Submittal Register

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1.7.3 Preconstruction Use of Submittal…