Attachment 1 - SOW and Specifications JBSF236851.pdf

802D Civil Engineer Squadron

Engineering Flight

Joint Base San Antonio

Repair William Hardee road JBSF236851

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15, CHG 2: 08/21 SUMMARY OF WORK

01 14 00 10/19 JBSA WORK RESTRICTIONS

01 30 00 10/19 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 10/19 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 16.00 10 10/19 DESIGN DATA (DESIGN AFTER AWARD)

01 35 13 11/20, CHG 1: 02/22 SPECIAL PROJECT PROCEDURES

01 35 13.10 00 11/22 SPECIAL PROCEDURES-SURVEYING

01 35 13.20 00 11/22 SPECIAL PROJECT PROCEDURES-CAD

01 35 13.30 00 11/22 SPECIAL PROJECT PROCEDURES-GIS

01 35 26 10/19 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 10/19 DESIGN AND CONSTRUCTION QUALITY CONTROL

01 50 00 10/19 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 20 03/23 ENVIRONMENTAL PROTECTION

01 58 00 08/19 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 3: 11/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 10/19 CLOSEOUT SUBMITTALS

01 78 23 10/19 OPERATION AND MAINTENANCE DATA

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 June 09, 2023

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 2: 08/ 21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Contractor Laydown Area; G

Submittal Schedule; G

Paving Plan; G

Work Security Plan; G

Stormwater Pollution Prevention Plan; G

SD-07 Certificates

Draft Interim Dd 1354; G

SD-05 Design Data

95% Design Documents; G

100% Design Documents; G

Issued For Construction (IFC) Package ; G

Note: This is not an all inclusive submittals list. Contractor must refer to submittal register for complete list.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This is a Design-Build Project that will have a 95- 100% desi gn r evi ew wi t h gover nment appr oval s . This project begins at the intersection of William Hardee and Garden Ave approximately 2,370 Linear feet to the project end at the intersection of Scott Rd and William Hardee Road. View attachment ( Appendi x A) .

The work includes a compl et e f ul l - dept h r econst r uct i on of t he Wi l l i am Har dee r oad. One si dewal k Gut t er dr ai n, r econst r uct i on of t hr ee compl i ant ADA St andar d r amp f or accessi bl e desi gn and addi ng r equi r ed pai nt s accor di ng t o ADA St andar ds f or Accessi bl e Desi gn. This project does not include work on the sidewalks.

SECTION 01 11 00 Page 1

The contractor shall design the construction of the road in three phases to allow two entrances/exit road way openings to the housing section at William Hardee Rd during the construction phases. The contractor shall start the repair with Phase one of the project according to (Appendix A page 1) .

i. The contactor shall assume/account for the following:

a. The Roadway cross section is used as a reference from Wilson Way project JBSF 225566 that have been used and have a been modified according to the statement of work, view attachment ( Appendi x E) . The Roadway cross-section Shall have the following layers and depths:

1. Asphalt concrete Surface course TXDOT Type "D" = 1.5 in

2. Asphalt concrete Base course TXDOT Type "B" = 3 in

3. Aggregate Base Course = 9 in

4. Lime stabilizer Subgrade = 8 in

5. Subgrade to be reworked to 95% compaction = 10 in

6. include a surface Tack Coat, and Prime Coat

b. The contractor shall Proofrolle the Subgrade. Lime treatment methods are used for sub-grade stabilization.

c. The contractor to include fixing one sidewalk Gutter drain, reconstruction of three Compliant ADA Standard ramps for accessible design. The three ADA ramp location facing north are in the Right corner of intersection of Garden Ave and William Hardee Rd, left corner of intersection of Forage Ave and William Hardee Rd, and left corner intersection of patch Rd and William Hardee Rd ( Appendi x A) .

d. Install six pedestrian signposts crossing W 11-2 at the appropriate distance crossing point location with required paints according to ADA Standards for Accessible Design (Appendix A page 2).

e. The contractor is not required to Conduct a Geotechnical Report. A Geotechnical Repot From Wilson Way JBSF 225566 Will be provided as a reference only (Appendix F).

f. the section for the road pavement cross slop shall be 2 percent, not less than 1 percent crowned pavement.

g. Use Type B & D asphalt for roadway (Type D for Surface layer & Type B for Binder Course layer), and use Type E asphalt for temporary sidewalk.

The Contractor is responsible for the following:

a. Pr ovi de Desi gn Document s and Repor t s t hat meet t he appl i cabl e r equi r ement s of t he Desi gn Dat a ( Desi gn Af t er Awar d) Sect i on 01 33 16. 00 10.

1. Surface drain all roadway Stormwater run-off into the existing Stormwater inlet if possible. If not, then the Design Engineer shall provide a viable and economical drainage solution.

SECTION 01 11 00 Page 2

b. The cont r act or i s r esponsi bl e and l i abl e t o compl y wi t h al l of JBSA- FSH Envi r onment al Pr ot ect i on Sect i on 01 57 20.

c. Maintaining and improving drainage from the roadway into existing inlets and drainage structures, and re-establish earthen swales that drain water from the roadway.

1. Publicly available Lidar data may be used for the purposes for determining Stormwater flow onto the roadway from off-site areas.

d. Protecting and maintaining existing infrastructure that may be impacted by construction activities.

e. Contractor shall ensure curb height from the roadway surface will not be less than 6" post-construction. the contractor Shall submit and include the curve height in the cross-section of the engineering drawing.

f. For asphalt testing contractor to refer to UFGS 32 12 16.16

ROAD-MIX ASPHALT PAVING

g. Contractor shall coordinate with the Project Manager (PM) to have a Charrette Meeting with Security Forces, and other applicable parties, no later than 14 calendar days after the notice to proceed for design has been issued .

h. The contractor shall provide a Traffic Control Plan for the construction phases to be approved by 802 CES.

i. Obtaining the required permits with Texas Commission on Environmental Quality(TCEQ) and any other regulatory agents with jurisdiction.

j . Const r uct i on ef f or t s wi l l onl y be al l owed t o begi n upon:

1. Pr e- const r uct i on meet i ng has happened wi t h t he appr opr i at e par t i es.

2. Pr e- const r uct i on Submi t t al s and Fi nal Desi gn have been appr oved by t he 802 CE Squadr on and Cont r act i ng Of f i cer .

3. Tr af f i c Cont r ol Pl an i s adver t i sed by Publ i c Af f ai r s ( PA) .

4. Obt ai ned Di g Per mi t .

k. The contractor shall field verify all required dimensions and information to produce documents. The contractor shall develop accurate electronic plans in AutoCAD drawing format.

Not e: The Cont r act or i s r esponsi bl e f or pr ovi di ng al l Pr e- Const r uct i on Submi t t al s pr ompt l y dur i ng t he Desi gn Phase, consi der i ng each submi t t al has a 10 Wor ki ng Day Revi ew ( unl ess speci f i ed di f f er ent l y) .

1.2.1.1 Paving Plan

a. Paving plan should include (at a minimum): Thickness, Type, Location, Location of Section Cuts, Stationing, and Dimensions.

1.2.1.2 Stormwater Pollution Prevention Protection Plan.

a. Develop and submit a Stormwater Pollution Protection Plan (SWPPP). In accordance with 01 57 20 ENVIRONMENTAL PROTECTION

b. Storm Water Pollution Protection Plan (SWPPP) must be included in the

SECTION 01 11 00 Page 3

95 % of the engineering drawing

1.2.1.3 Full Depth Replacement

a. Contractor shall properly remove and dispose of lead based pavement markings and other debris before removing full-depth section.

Contractor to abate lead based yellow pavement markings.

b. The contractor shall remove the roadway layers down to the Subgrade stabilize Subgrade and rebuild sections for full-depth replacement.

c. Rebuilt roadway as specified by the Design Engineer.

d. When located within 4 inches of curbs, water valves, storm drain inlets, etc.,the Contractor must use appropriate methods that will not cause damage to existing infrastructure.

1.2.1.4 Removal of Material

a. The Contractor shall not stockpile milled or excavated material on JBSA. The Contractor shall follow material disposal protocol per

01 57 20 ENVIRONMENTAL PROTECTION.

1.2.2 Pavement Markings

a. Contractor shall replace all pavement markings to match the roadway prior to construction, including any missing or worn-away striping.

Longitudinal Pavement striping shall be truck applied, but crosswalk striping, arrows, and words may be applied using a striping machine.

Contractor must use lead free roadway markings, and replace reflectors with new. Contractor to establish marking required according to ADA Standards for Accessible Design.

b. The contractor is required to remove the white marking on the sidewalk crossing by a coat of black asphalt sealer.

c. After proper curing of the pavement, the Contractor shall install all pavement markers and open roads for use as soon as possible.

1.2.3 Appendices

Appendix A Site Maps William Hardened road Appendix B Utility Maps (FOR REFERENCE ONLY) Appendix C Environment Lead Base Paint Appendix D Material Submittal Register Appendix E Section used as a reference Appendix F Reference Geotechnical Report Wilson Way JBSF 225566

Not e: As- Bui l t s ar e not avai l abl e.

1.2.4 Location

The work is located at William Hardee road and begins at the intersection of Scott Rd and William Hardee and goes east to the project end at the intersection of William Hardee and Garden Ave.

SECTION 01 11 00 Page 4

1.3 Period of Performance

Note: Typically 1 Week has 5 Working Days, and 1 Week has 7 Calendar Days.

Therefore, 5 Working Days is equivalent to 7 Calendar Days.

Below is the breakdown of the POP with Government time included:

35 Calendar Days for the completion and submittal of the 95% Design Package and other submittals per the Submittal Schedule.

21 Calendar Days ( 15 Working Days) for Government Review and Coordination (does not include Government Holidays):

1 Working Day for Coordination between CONS and CES.

10 Working Days for CES Review

3 Working Days for Internal CES Coordination

1 Working Day for Coordination between CONS and CES

28 Calendar Days for the completion and submittal of the 100% Design Package and other submittals per the Submittal Schedule.

21 Calendar Days ( 15 Working Days) for Government Review and Coordination (does not include Government Holidays):

1 Working Day for Coordination between CONS and CES.

10 Working Days for CES Review

3 Working Days for Internal CES Coordination

1 Working Day for Coordination between CONS and CES

7 Calendar Days for the completion and submittal of the Issued For Construction (IFC) Package and other submittals per the Submittal Schedule.

140 Calendar Days for Construction, Clean-Up, and Close-out.

The POP has a total of 210 Calendar Days (not including Government time).The overall project schedule must account for government time,and the POP with government time included has a total of 252 Calendar Days.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 SPECIFICATIONS

The following specifications are provided by the Government, and shall not be modified by the Contractor:

SECTION 01 11 00 Page 5

01 11 00 SUMMARY OF WORK

01 14 00 JBSA WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 16.00 10 DESIGN DATA (DESIGN AFTER AWARD)

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 42 00 SOURCES FOR REFERENCE PUBLICATION

01 45 00.00 10 DESIGN AND CONSTRUCTION QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

The f ol l owi ng UFGS speci f i cat i ons shal l be modi f i ed by t he Desi gn Engi neer ( DE) and pr ovi ded as par t of t he Desi gn Speci f i cat i ons ( unl ess a speci f i cat i on does not appl y) . However , t he DE cannot omi t any l i s t ed submi t t al unl ess appr oved by t he Gover nment .

UFGS 02 41 00 DEMOLITION AND DECONSTRUCTION

UFGS 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS

MATERIALS

UFGS 02 83 00 LEAD REMEDIATION

UFGS 31 00 00 EARTHWORK

UFGS 31 23 00 EXCAVATION AND FILL

UFGS 31 32 19.13 GEOGRID SOIL STABILIZATION

UFGS 32 01 16.71 COLD MILLING ASPHALT PAVING

UFGS 32 11 13.13 LIME TREATED SUBGRADE

UFGS 32 11 23 AGGREGATE BASE COURSE

UFGS 32 11 33.13 PORTLAND CEMENT-STABILIZED BASE COURSES

UFGS 32 12 13 BITUMINOUS TRACK AND PRIME COATS

UFGS 32 12 16.16 ROAD-MIX ASPHALT PAVING

UFGS 32 17 23 PAVEMENT MARKINGS

UFGS 32 92 23 SODDING

The Desi gn Engi neer shal l pr ovi de any addi t i onal UFGS speci f i cat i ons as needed. The UFGS t empl at es can be downl oaded f r om ht t ps: / / www. wbdg. or g/

-- End of Section --

SECTION 01 11 00 Page 6

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.

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 on the Activity become familiar with and obey Activity regulations, including safety, fire, traffic, and security.

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

1.4.1.1 Subcontractors and Personnel Contacts

Provide a list of contract personnel of the Contractor and subcontractors

SECTION 01 14 00 Page 1 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 Fort Sam Houston 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 JBSA Fort Sam Houston/Camp Bullis Access

Person(s) not in possession of a valid access credential must enter the installation through the following entry control points:

a. Walter Street

b. Harry Wurzbach East

c. SAMMC IH35

d. Jadwin (Commercial vehicles only)

e. Camp Bullis

Commercial vehicles such as delivery vehicles, shop trucks, public utility, etc., with on-post visitor passes shall enter the installation through the Jadwin Gate.

1.4.1.3.1 Prohibited Haul Routes

a. Through any housing area (skirting the area is acceptable)

b. Through the Community Center (bounded to the North by Schofield Road, to the East by Schaffer/Patch, to the South by Wilson St, and to the West by Stanley Road.

c. Do not travel on Stanley Road

d. Travel only on defined roads through the AMEDD Training Campus.

SECTION 01 14 00 Page 2

1.4.1.3.2 Gate Restrictions

All commercial Class A/B type vehicles must enter through:

a. The Commercial Gate at Jadwin Road (if closed, after 1800, vehicles may enter through the Walters gate).

b. For SAMMC, all commercial vehicles must enter the IH-35 Gate Commercial Gate. Commercial vehicles entering the IH-35 gate should have a destination within the SAMMC Campus.

c. Arrangements may be made to waive access protocol to allow Class A/B type vehicles through other gates for special circumstances on a case by case basis. Each case needs a minimum 24 hour notification to the Physical Security Branch, the Contractor name, and number of waivers required.

1.4.1.4 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.

1.4.1.5 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

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 only use radiation sources on referenced locations without an

SECTION 01 14 00 Page 3 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 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)the 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 ocf Contact: Name, Address, and Phone.

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.

SECTION 01 14 00 Page 4

11) Written confirmation that the JBSA-FSH RSO can conduct periodic assessments and has the 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 Working Hours

The standard duty hours for JBSA are from 7:30 am to 4:30 pm, Monday through Friday excluding holidays. The lunch period for contractors requiring escorts is from 11:30 am to 1:30 pm. For work other than standard hours the contractor must submit a written request for approval not less than 10 workdays to the contracting officer.

1.4.5 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 14 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.

1.4.6 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 (11" x 17") 5 complete copies. A full conconstuction set is not required, only provide sheets that show impacted area and any other relevant information.

c. Project Name and Number

SECTION 01 14 00 Page 5

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

1.4.6.1 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 A to the 802D CES Construction Manager.

c. The contractor is 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 after 30 days.

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.

1.4.6.2 Utility Outage Permit

a. The 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. Form 103 included in Appendix A can also be used for the request.

b. The 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 request.

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

1.4.6.3 Hot Work Permits

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

SECTION 01 14 00 Page 6

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.

1.4.6.4 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.

d. The contractor shall submit TCP no later that 30 calendar days after first the Design Notice to Proceed had been issued. (30 calendar days for JBSA to review and approve. 30 Calendar days for JBSA to advertise the TCP prior to issue of construction NTP).

1.4.7 Occupied and Existing Buildings

The Contractor shall be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 14 00 Page 7

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

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. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

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

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

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

View Location Map; G

Progress and Completion Pictures; G

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 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.

1.5 SUPERVISION

1.5.1 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.

1.5.2 Superintendent Qualifications

The project superintendent must have experience in construction on

SECTION 01 30 00 Page 1 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 questioned.

1.5.2.1 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 Red Zone 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.

1.6 PRECONSTRUCTION CONFERENCE

After the award of the contract but prior to the commencement 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.

1.6.1 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.

1.7 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key Stakeholders from the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor. The Partners will determine the frequency of the follow-on sessions.

1.8 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design (CADD)" drawing files will only be made available to the Contractor for use in preparation of construction data related to the referenced

SECTION 01 30 00 Page 2 contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse shall be at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents.

Differences may exist between the CADD files and the corresponding construction documents. The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes, terrorist threats, etc. Multiple email address will not be allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). The Contractor shall promptly notify the Contracting Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS

Not Used

SECTION 01 30 00 Page 3

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 4

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.

1.2 SUBMITTALS

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

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

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Project Schedule CPM; G

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

SECTION 01 32 01.00 10 Page 1

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 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

SECTION 01 32 01.00 10 Page 2

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.

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

SECTION 01 32 01.00 10 Page 3 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 completion date.

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 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.

SECTION 01 32 01.00 10 Page 4

3.4 WEEKLY PROGRESS MEETINGS

Conduct a mutually agreed upon weekly 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.

3.4.1 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.

3.4.2 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.

3.5 SUBMISSION REQUIREMENTS

3.5.1 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:

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.

3.5.2 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

SECTION 01 32 01.00 10 Page 5 four (4) days of the Contracting Officer's request.

3.6 PROJECT…