Attachment 1 - SOW - 1MAR2021.pdf

Repair Storm Drainage METC Dorms JBSF160208

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 31 19.00 44 PROJECT MEETING

01 32 01.00 10 PROJECT SCHEDULE

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 13.10 00 SPECIAL PROCEDURES-SURVEYING

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

01 35 13.30 00 SPECIAL PROJECT PROCEDURES- GIS

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29 OCCUPATIONAL SAFETY AND HEALTH

01 35 30 SAFETY, HEALTH AND EMERGENCY RESPONSE

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 CONTRACTOR DESIGN QUALITY CONTROL

01 45 00.00 20 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00.00 44 DUST CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 71 23.16 CUTTING AND PATCHING

01 72 00.00 44 ALTERATIONS TO EXISTING FACILITIES

01 74 19.00 CONSTRUCTION WASTE MANAGEMENT

01 77 00.00 20 CONTRACT CLOSEOUT

01 78 00 CLOSEOUT SUBMITTALS

01 78 36.00 WARRANTY OF CONSTRUCTION

DIVISION 02 - EXISTING CONDITIONS

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 GEOGRID SOIL REINFORCEMENT

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSES

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00.00 01 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

PROJECT TABLE OF CONTENTS Page 1

1 March 2021

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule Of Work; G Existing Conditions; G Permits Shop Drawings; G Laboratory Testing Results; G

SD-03 Product Data Safety Data Sheet

SD-06 Test Reports ; G Quality Control; G Accident Prevention Plan; G

SD-11 Closeout Submittals

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Background

METC Campus drainage issues are gradually causing METC Campus foundation problems. The project objective is to tie the downspouts directly into the existing storm sewer network, and with the additional repair of eroded areas near each of the catch basins, to ensure drainage moves away from the various building foundation.

1.2.2 Location

The project is located at JBSA Fort Sam Houston, TX, at campus where buildings 1469, B1475, B1479, B3312, and B3314 are located.

1.2.3 Project Description

The objective of the project is to correct flooding issues at several building locations. (See Exhibits)

The contractor's scope of project work includes:

a. Contractor shall perform design engineering, calculations, and provide drawings to connect the roof drain downspouts of buildings B1469, B1475, B3312, and B3314 directly to the storm drainage system in the locations shown in Exhibit 001 and Exhibit 002.

Connecting the roof drain downspouts directly to the storm drain piping will require excavating and installation of a drainage pipe system. A new flexible pipe is proposed to connect between the existing storm, sewer pipe and a proposed boot installed at the ground level of each roof drain downspout and to the existing storm drainage pipe.

SECTION 01 11 00 Page 1

b. Contractor shall provide an appropriate Channel Drains drainage system with galvanized steel grate top cover to address the flooding in front of building B3312 and B3314 at the concrete sidewalk adjacent to the training court. The Channel Drain will be located next to the training court to prevent any water from going inside the court and direct the water to the adjacent catch basin. These channels will direct the water to drain downwards into the catch basin refer to Exhibit 001 for locations. Also, Contractor shall provide a Channel Drain along the buildings by the roof drain downspouts located in B1475 and B3314 refer to Exhibit 001 and Exhibit 002 for location.

C. Contractor shall repair the eroded areas near each catch basin. Exhibit 003 shows the catch basin locations, and the table lists all the catch basins, and the approximate area requiring sloping. Contractor shall conduct a topographic survey to record the existing elevations. After the survey, contractor shall specify the new elevation of each of the catch basins and the amount of soil required to be filled for sloping area for drainage to prevent water ponding or flooding. The soil is required to be compacted to 96 % compaction and provide sodding for the area developed, and provide maintenance until the grass has been properly established to prevent any soil erosion.

d. Contractor shall investigate the existence of the sewer leak shown on exhibit 004 and repair the apparent leak located at the West side of Building 1469 at MH 21. It is anticipated that the sewer leak will require approximately 150 linear feet of trenching,and 150 square feet of sod replacement. Refer to Exhibit 004 for the location(s) of the source of the leak into a storm sewer manhole.

1.3 Environmental

1.3.1 Contractor Responsibility

Contractor is responsible and liable to abide by all of JBSA- FSH Environmental Protection Section 01 57 20.

1.3.2 Waste Materials

All waste chemicals, waste materials, and waste soils must be properly characterized (tested), transported (manifested), and disposed of at a permitted Class 1 facility. Contact the JBSA- FSH Waste Program Manager at 671-5382 or 671-4844. Contractor shall make every practical effort to maximize nonhazardous solid waste (SW) and construction and demolition (C&D) diversion from landfills or incinerators through reuse, donation, recycling, QRPs, composting and mulching, or other waste diversion activities to optimize reduction in both the volume of solid waste disposed and overall cost of non- hazardous solid waste management. A minimum of 54% of debris should be diverted through recycling and/or reuse.

Any compostable materials generated should be composted, scrap materials eligible for recycling must be recycled, and any waste sent for disposal at the landfill must be report to CEIE, Alvin Brown, alvin.brown@us.af.mil.

1.3.3 Recycled Material

Any removed concrete should be recycled and diversion/landfill rate must be reported to CEIE.

SECTION 01 11 00 Page 2

1.3.4 Record

Contractor must record disposal and recycling quantities and will provide report to CEIE Base Environmental.

1.3.5 Material Debris Generated

Ensure Paint, wash water and/or any material/debris generated during this activity is not dumped onto ground or allowed to enter storm drain or pollute storm water runoff.

1.3.6 Plan For Removal

Provide a plan for removal and manifesting C&D, tracking and recycling of scrap metal/concrete. Contractor will provide a manifest and fund the disposal of any and all waste. Any questions email Hazardous Waste Program Manager, Noah Ramos, 210-671- 0331, noah.ramos@us.af.mil. 1.5.9.

Contractor will minimize nuisance dust emissions.

1.3.7 Construction Activities

If during excavation or other construction activities any previously unidentified or unanticipated resources are discovered or found, the Contractor shall immediately stop work and notify the Contracting Officer and 802 CES/CEIE per requirements of Section 01 57 20 Environmental Protection.

1.3.8 Safety Data Sheets

Prior to any work being performed, Contractor must submit a List and the associated Safety Data Sheets of the proposed hazardous materials to be used during the project to the JBSA- Fort Sam Houston Hazardous Materials Office; email Hazardous Material Program Manager, Steven Diaz, 210-295-0936, steven.a.diaz4.civ@mail.mil.

1.3.9 Waste Management

All waste chemicals and materials must be managed in accordance with the JBSA-Lackland Hazardous Waste Management Plan. Email Hazardous Waste Program Manager for guidance, Noah Ramos, 210-671-0331, noah.ramos@us.af.mil.

1.3.10 Air Permit

Bexar County Air Permit. An Air Permit is not required.

1.4 Location Of Underground Utilities

A digging permit shall be obtained in accordance with section 01 14 00 WORK RESTRICTION prior to start of excavation. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all utilities not managed and/or located by the local utility companies. Verify elevations before start of the demolition to establish the locations at which an adjustment in grade can be made.

SECTION 01 11 00 Page 3

PART 2 PRODUCTS

2.1 Government Furnished Items

The Contractor will be provided with the only available plans, and that they may not be complete. The Contractor shall field verify all drawings prior to starting the work.

2.2 Contractor Requirements

After demolition is complete and prior to final payment, the Contractor shall provide the following:

a. LABORATORY TESTING RESULTS of materials used in soil in accordance with Ssection 01 45 00.00 CONTRACTOR DESIGN QUALITY CONTROL.

b. As Built drawings

PART 3 EXECUTION

3.1 General Requirement

3.1.1 Storm Water Pollution Prevention Plan

The Contractor shall prepare a Storm Water Pollution prevention Plan (SWPPP)and provide drawings of temporary erosion control measures. SWPPP shall be submitted within ten (10) working days of contract award. The plan shall include, as a minimum, the method for protecting all storm drains and waterways adjacent to the demolition area.

3.1.2 Materials Testing and Inspections

The contractor shall be responsible for the coordination for all tests and inspections and shall schedule and request tests and inspections to be conducted as necessary to avoid any interference with the progress of Work.

3.1.3 Insurance and Permit requirement

The Contractor shall be properly bonded and insured in accordance with FAR requirements. Contractor shall obtain all necessary permits and conduct field verification surveys prior to construction. The Contractor shall be responsible for preparing, filing, and paying for fees required for all necessary permits for construction of this project.

3.1.4 Hard Copy or Electronic Submittal Register

The Contractor shall provide submittals for the items listed in the Schedule of the material submittal register.

3.1.5 Safety Data Sheet

Safety data sheet are part of the requirement in accordance with section 01 56 00.00 44 DUST CONTROL, and section 01 57 20 ENVIRONMENTAL

PROTECTION.

3.2 Work Plans and Related Documents

Contractor will prepare and submit for acceptance a set of Work Plans and Related Documents required for the building demolition. These plans and documents will be prepared in accordance with all applicable Federal, SECTION 01 11 00 Page 4 state, and local regulations; The Contractor will incorporate information and data from the pre-Bid site visit, the pre-demolition Environmental Hazmat Survey and other available documents.

3.2.1 Existing Conditions

Contractor shall document existing conditions prior to beginning work with photographs.

3.3 Civil/Site

3.3.1 Pre-Bid Site Visit

A Pre-Bid site visit for Contractors will be held to verify measurements, quantities, and investigate existing site conditions.

3.3.2 Propriety Information

The Contractor is responsible for obtaining all information necessary to properly perform all work. The Contractor is responsible for field verifying all information contained on any As Built drawings provided or acquired. The Contractor is responsible for coordination of project work activities with the Contracting Officer that would interrupt or limit the on-going daily activities and/or functions of the surrounding facilities.

3.3.3 Utilities

The Contractor shall check to determine that all utility services are disconnected at the service mains. No work shall commence on any building before utilities are properly disconnected. The Work includes capping and plugging of all utilities, using equipment materials, and labor in accordance with local requirements. The Contractor is responsible for disconnection of all utilities, plugging or sewer taps, or connection to septic tanks. Disconnection of all utilities shall be coordinated by the contractor with the appropriate local service providers. The Contractor shall contact the local utility companies prior to commencing work to coordinate termination of gas, water, electric, phone, cable TV, and any other utility services to the nearest acceptable point. Sewer taps shall be plugged with screw type expanding plug inserts or other means approved by the local sewer authority, to prevent intrusion of ground water into the existing sewer system. If Septic tanks are encountered care shall be taken to ensure that damage does not occur to any septic tanks.

3.3.4 Temporary Structures

The Contractor shall furnish and erect all temporary side, barricade covers and temporary structures necessary for the proper and safe conduct of the work. A suitable perimeter fence shall be erected around the work site. Fencing must be installed around the perimeter of the project site for the duration of the work and removed before the project is considered complete. Inlet protection and slit fencing may be necessary at times during some of the project operations.

3.3.5 Debris Removal and Disposal

The Contractor shall provide all labor and equipment necessary for the removal and disposal of debris. The work shall consist of removing the debris generated from demolishing the identified piping and/or structure.

All other demolition debris shall be collected and transported to the

SECTION 01 11 00 Page 5 designated disposal areas. Disposal fees are the responsibility of the contractor. Under this contract all debris generated from demolition work shall include:

1) Examining debris to determine whether the debris have asbestos clearance that has been given for the property for proper removal and disposal.

2) Any contaminated debris for disposal collected by the Contractor shall be disposed of at the Contractor expense. Any loads rejected at the dump site shall be the Contractors responsibility.

3)Each bidder shall provide with their bid the location where the debris from this demolition will be dumped. State licensed site(s) for dumping rubble or any other private site where clean debris and asbestos will be accepted must be listed. The bidder shall leave the premises and streets in such condition that it will not constitute a public nuisance.

3.3.6 Dust Control

Water may be used to control dust during demolition work. The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied areas near the demolition site and to avoid creation of a nuisance in the surrounding area. Use of water shall not be allowed to result in, or create, hazardous or objectionable conditions such as flooding, and/or pollution.

3.3.7 Hazardous Toxic Waste

Hazardous or toxic materials or waste such as petroleum products, electrical transformers, tires and known or suspected hazardous materials shall be removed and disposed of by the Contractor in accordance with the section 01 57 20 ENVIRONMENTAL PROTECTION.

3.3.8 Site Restoration

All areas to be sodded will have a minimum of 6 inches topsoil. Topsoil to be natural, fertile, friable, and free of clay lumps, stones, stumps, roots, or substances 2 inches or more in diameter. The Contractor shall assume maintenance responsibilities for a minimum of 90 days or until second cutting, whichever is longer. Maintenance shall include watering, weeding, reseeding, and other operations necessary to keep all lawn areas in a thriving condition. After lawn areas have germinated, areas which fail to show a uniform stand of grass for any reason, shall be reseeded repeatedly until all areas are covered with a satisfactory stand of grass.

Minimum acceptance of seeded lawn areas may include scattered bare spots, none of which are larger than 1 square foot, and when combined do not exceed 2% of total seeded area.

3.4 Schedule of Deliverables and Milestones

3.4.1 Initial Milestones

KEY SERVICE OR DELIVERABLE DUE DATE

1 Work Plans, Demolition, and Environmental plans SCHEDULE OF WORK /Timeline

Within 14 days of contract award.

SECTION 01 11 00 Page 6

2 Submit Activity Hazard Analysis Plan No later than (NLT) 10 calendar days after award

3 Submit Visitors Clearance Request Provided to CONS at NTP

4 Existing Conditions Site Survey To be coordinated with 502 CONS through 802

CES.

5 Submit Existing Conditions Documentation

NLT 9 calendar days

7 As built location of underground utilities to remain and location of all caps and plugs.

To be coordinated with 502 CONS through 802

CES.

8 Daily/Weekly Progress Reports Weekly

9 DD-1354 14 calendar days after final acceptance

3.4.2 PERIOD OF PERFORMANCE

5 Calendar days Existing Conditions Documentation.

21 Calendar days for Surveying, Geotechnical Plans.

35 Calendar days Preliminary Engineering Design Plans.

14 Calendar Days for Government review of Preliminary Engineering Design Plans.

25 Calendar Days for Final Engineering Design Plans.

14 Calendar Days for Government review of Final Engineering Design Plans.

5 Calendar days for existing conditions photos, removing and installing barricades.

10 Calendar Days for construction layout surveying.

5 Calendar Days for Mobilization.

120 Calendar Days for construction.

6 Calendar days for Project Closeout, 260 Calendar Days Total.

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SECTION 01 11 00 Page 7

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SECTION 01 11 00 Page 8

SECTION 01 14 00

WORK RESTRICTIONS

11/15

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 Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

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 any restricted areas unless required to do so and cleared for such entry. Mark all Contractor equipment for identification

SECTION 01 14 00 Page 1

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 installationFort 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 forthe Installation Access Credential form (see Appendix D) will be submitted by the Sponsor or Official to the Pass and Registration Office. Contractor and vendor companies requiring access to Joint Base San Antonio 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, home address, and driver license number) 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 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. The Contracting Officer will identify designated smoking areas.

1.4.1.4 Government Housing Areas

a. Haul routes to and from constructions sites cannot go throught 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.

1.4.2 Emergency Response Requirement

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

SECTION 01 14 00 Page 2

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 location (JBSA-Fort Sam Houston, JBSA-Lackland or JBSA-Randolph). 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.

SECTION 01 14 00 Page 3

4) Project Local Point of 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.

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) Capt Eduardo Artiga 59th Medical Wing/SGPB 559 MDW Office Telephone No: 210.671-7205 E-mail: eduardo.artiga.1@us.af.mil

1.4.4 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

SECTION 01 14 00 Page 4 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..

1.4.5 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 A to the 502 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.

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

SECTION 01 14 00 Page 5 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.

1.4.5.3 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 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 502 CES Construction manger 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.

SECTION 01 14 00 Page 6

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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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.

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

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 CONTRACTOR SPECIAL REQUIREMENTS

1.5.1 Asbestos Containing Material

All contract requirements of Section 02 82 00, ASBESTOS REMEDIATION assigned to the Private Qualified Person (PQP) shall be accomplished directly by a first tier subcontractor.

1.5.2 Space Temperature Control, HVAC TAB, and Apparatus Inspection

All contract requirements of Section 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC shall be accomplished directly by a first tier

SECTION 01 30 00 Page 1 subcontractor, including the Commissioning Agent. No work required by Section 23 05 93 shall be accomplished by a second tier subcontractor.

1.6 SUPERVISION

1.6.1 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.

1.6.2 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.

1.6.2.1 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.

1.7 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.

1.7.1 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.

SECTION 01 30 00 Page 2

1.8 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.

1.9 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 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.

SECTION 01 30 00 Page 3

1.10 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

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 30 00 Page 4

SECTION 01 31 19.00 44

PROJECT MEETING

11/15

PART 1 GENERAL

1.1 PRECONSTRUCTION CONFERENCE

Approximately three weeks after award of the contract and prior to the start of any construction work an authorized representative of the Contracting Officer will schedule and conduct a preconstruction conference.

The Contractor's Project Manager, Superintendent, and Quality Control Manager will attend this meeting. The Contractor is encouraged to have an officer of his company and representation from his sub-contractors at this conference. This conference will be held at the location specified by the Contracting Officer's authorized representative. Minutes of the meeting will be prepared by the Government and signed by both the Contractor and the Contracting Officer. The minutes shall become a part of the contract file.

1.1.1 Start of Construction Work

If the Contractor has submitted the Accident Prevention (Safety) Plan, Quality Control Plan, 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.

1.2 OTHER MEETINGS

Construction Quality Control meetings and conferences are specified in Section 01 45 00.00 20 QUALITY CONTROL. Other meetings are specified in various Division 1 and technical sections.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

] -- End of Section --

SECTION 01 31 19.00 44 Page 1

SECTION 01 31 19.00 44 Page 2

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.

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

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.

SECTION 01 32 01.00 10 Page 1

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 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

SECTION 01 32 01.00 10 Page 2 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.

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, SECTION 01 32 01.00 10 Page 3 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…