Attachment 1 Specifications 14 January 2019 FA301620B0003.pdf

Jan 14, 2019_v0

Repair Stanley Road JBSF170233

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 33 00 SUBMITTAL PROCEDURES

01 35 29 OCCUPATIONAL SAFETY AND HEALTH

01 35 30 SAFETY, HEALTH AND EMERGENCY RESPONSE

01 35 35 ENVIRONMENTAL PROTECTION

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 00.00 44 DUST CONTROL

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 23 OPERATION AND MAINTENANCE DATA

01 78 36.00 WARRANTY OF CONSTRUCTION

DIVISION 02 - EXISTING CONDITIONS

02 41 00 [DEMOLITION][ AND ][DECONSTRUCTION]

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 16.71 COLD MILLING ASPHALT PAVING

32 11 23 Graded Crushed BASE COURSES

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 17 23 PAVEMENT MARKINGS

32 92 23 SODDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

FA301620B0003

ATTACHMENT 1 Specifications

SECTION 01 11 00

SUMMARY OF WORK

08/15

(Revised 28 Nov 18)

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

submittals not having a "G" designation are for Contractor Quality Control approval. For information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Traffic Control Plan; G

1. WORK COVERED BY CONTRACT DOCUMENTS

1.1 Project Description

The project begins at Section 02A which starts at the pavement seam approximately 120 feet north of the Stanley Rd and Hardee Rd intersection and proceeds south through Section 02B, Section 03, Section 04, and Section 05 and stops at, but does not go through the Stanley Rd and New Braunfels Rd intersection. From the Stanley Rd and New Braunfels intersection up to the pavement seam across from Building 134 on Stanley Rd, no paving construction shall be done. Pavement construction begins again at the seam across Stanley Rd between new and old pavement across from Building 134 and continues southwest until the curb end radii at the intersection of Stanley Rd and Wilson Way. This is a total distance of approximately 8,571 linear feet

The scope of pavement work includes curb and gutter demolition and reconstruction, curb inlet repair, installation of a new precast curb inlet, precast manhole, storm water pipe construction, base and subgrade repair, lime stabilization, milling of existing pavement, regrading, filling, and compaction of road base material, 3-inch overlay of Type D, Hot Mix Asphaltic Concrete Pavement, and re-establishment of pavement markings. Project is construction only-no design.

1.2 Work Plan Requirements

1.2.1. Surveying

The Contractor shall provide and maintain all survey benchmarks/control points as needed to perform the work. Project construction surveying work does not require the services of a Licensed Professional Surveyor.

1.2.2. Traffic Control

The Contractor shall provide a Traffic Control Plan for each phase of construction.

1.2.3. Signs and Barricades

The Contractor shall provide all temporary traffic signs and barricades

SECTION 01 11 11 Page 1

SECTION 01 11 11 Page 2 Jan 14, 2019_v0 necessary to reroute vehicle and pedestrian traffic.

1.3 Demolition

Contractor shall demolish select damaged concrete curb and gutter, storm water curb inlet top and storm water curb inlet gutters. Contractor shall demolish select areas of pavement to effect subgrade repairs as shown in SOW Attachments 1 thru 5. Contractor shall mill the existing pavement to a depth of 3-inches. The Contractor shall haul off the millings. See SOW Attachment 1-5 for limits of limits of construction.

1.4 Civil/Site

1.4.1 Subgrade Work

Subgrade Repair: In select areas (See SOW Attachments 1 thru 5), Contractor shall remove existing pavement and excavate down to the subgrade. The Contractor shall lime stabilize 6-inches thickness of the subgrade with hydrated lime, 2% mix by weight, and compacted to 95% of maximum density. Contractor shall replace the old base material with new TxDOT A2 base material on top of the lime stabilized subgrade up to the bottom of the existing pavement, and provide a temporary asphalt pavement patch over the repaired area. Approx. 9,150 sq. ft. subgrade work.

1.4.2. Storm Water Work

Contractor shall replace the storm water curb inlet top with a precast top that includes a manhole with ring and cover. The Contractor shall demolish the storm water curb inlet gutter and construct new gutter for the storm water curb inlet (see SOW Attachment 2). Approx. 80 sq. ft. inlet top, 41 linear ft. inlet gutter.

1.4.3 Curb and Gutter Work

Contractor shall demolish select curb and gutter and construct new curb and gutter as shown in SOW Attachments 1 and 2. Approx. 334 linear ft.

curb and gutter replacement.

1.4.4 Curb Inlet Work

Contractor shall install a new, precast, 8 foot curb inlet at the low point in the northbound lane of Stanley Rd, near Building No. 2791. Prior to purchase of inlet and construction, Contractor shall take elevations at the proposed inlet location and at the outfall location and slope pipe to drain. Contractor shall extend a new 15-inch HDPE pipe from the new curb inlet to a new junction manhole constructed by the Contractor on the other side of Stanley Road from the new curb inlet. From the new junction manhole, the Contractor shall extend new 15-inch HDPE pipe to the existing curb inlet as shown in SOW Attachment 2. The 15-in. HDPE pipe shall be bedded in TxDOT A2 base. Contractor shall make all pipe connections water tight. Approx. 140 ft. 15-in. HDPE pipe.

1.4.5. MILLING

The depth of milling of existing asphalt pavement shall be deep enough to expose the base course. Pavement cores indicate that pavement thickness in Section 02, 03, and 04 is 3-inches and in Section 06 it is 2-inches.

SECTION 01 11 11 Page 3 Jan 14, 2019_v0

1.4.6. BASE COURSE WORK

The Contractor shall bring in new base material sufficient to shape the base course such that the finished base course cross section has a crown with a 2% grade cross slope. The Contractor shall compact the base course to 95% standard proctor.

1.4.7. Prime Coat and Tack Coat

After the base work is completed and tested, Contractor shall apply prime coat to the finished base and tack coat to gutter edges and other structures that will come in contact with the new pavement.

1.4.8. PAVING

Paving shall include: a) prime coat and tack coat. b) construction of 3-inches of new Type D hot mix asphaltic concrete in two (2) 1.5 inch lifts.

c) Longitudinal pavement joints shall be offset horizontally a minimum of 6-inches. Approx. 32,100 sq. yd. of HMAC pavement.

1.4.9. Re-Establishment of Existing Striping

Contractor shall re-paint all pavement markings the same as existing markings and install raised yellow and blue reflective markers the same as existing markers. Contractor shall restripe all 4 legs of each intersection. Approx. 15,000 linear feet total 4-in wide striping.

Approx. 302 each reflective markers. Approx. 2,000 linear feet of 24” crosswalk striping.

1.5. Environmental

1.5.1. Contractor is responsible and liable to abide by all of JBSA-FSH Environmental Protection Section 01 35 35.

1.5.2. All waste chemicals, waste materials, and waste soils must be properly characterized, transported, and disposed of at a permitted Class 1 facility. Contact the JBSA-FSH Waste Program Manager at 671-5382 or 671-4844.

SECTION 01 11 11 Page 4

1.5.3. Contractor will make every practical effort to maximize non-hazardous 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.

1.5.4. 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, Samuel Klein, samuel.klein.3@us.af.mil.

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

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

1.5.7. 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.

1.5.8. 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.

1.5.10. 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 502 CES/CEIE per requirements of Section 01 35 35 Environmental Protection.

1.5.11. 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-Lackland Hazardous Materials Office; email Hazardous Material Program Manager, Edward Vogel, 210-652- 4668, edward.vogel@us.af.mil.

1.5.12. 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.

Jan 14, 2019_v0 SECTION 01 11 11 Page 5 mailto:samuel.klein.3@us.af.mil mailto:noah.ramos@us.af.mil mailto:edward.vogel@us.af.mil mailto:noah.ramos@us.af.mil mailto:noah.ramos@us.af.mil mailto:noah.ramos@us.af.mil

1.6 Location

The work is located on Stanley Road between Old Austin Highway and Wilson Way, Fort Sam Houston.

1.7 LOCATION OF UNDERGROUND UTILITIES

Contractor shall obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities. Contractor shall verify existing utility locations within area of work.

1.8. PERIOD OF PERFORMANCE

20 days for surveying, 60 Calendar Days for subgrade repair work, curb and gutter demolition and reconstruction, curb inlet top and gutter repairs, installation of new precast 8' curb inlet, new precast 4' inside diameter manhole, and new 15-inch HDPE Stormwater pipe, and connection to existing curb inlet. 110 Calendar Days for Milling and Paving and Final Pavement Striping and Marking and 10 days for project closeout, 200 Calendar Days Total.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 11 Page 6

N

3-Iin MILL & OVERLAY

START SECTION 02A

REPLACE CURB &

GUTTER

REPLACE CURB INLET

TOP AND GUTTER

SUBGRADE REPAIR

REPLACE CURB &

GUTTER

PAVEMENT CORE 3-IN. THICK

BY 502 CES/CEO

END SECTION 02A

Jan 14, 2019_v0 SECTION 01 11 11 Page 7

REPAIR STANLEY ROAD

SECTION 02A

SOW ATTACHMENT 1

CROSSWALK

(TYPICAL)

SUBGRADE REPAIR REPAIR VALLEY GUTTER

REPLACE GUTTER

AT EXIST INLET SUBGRADE REPAIR

REPLACE CURB&GUTTER

SUBGRADE REPAIR REPAIR CURB&GUTTER

REPLACE INLET TOP REPLACE INLET GUTTER

CROSSWALK

NTS

INSTALL NEW 8-FT CURB INLET

AT LOW POINT. CONNECT TO

EXIST. INLET WITH 15-IN. HDPE

AND CONCRETE JUNCTION MH

SECTION 01 11 11 Page 8

3-Iin MILL&OVERLAY

Repair Stanley Road Section 02B

SOW ATTACHMENT 2

END SECTION 02B

CONNECT 15-IN HDPE TO INLET

NEW JUNCTION

MANHOLE

REPLACE INLET GUTTER

AT EXIST INLET

REPLACE CURB & GUTTER

BEGIN SECTION 02B

3-in. MILL&OVERLAY

3-in. MILL&OVERLAY

Jan 14, 2019_v0 SECTION 01 11 11 Page 9

REPAIR STANLEY ROAD

SECTION 03

SOW ATTACHMENT 3

END SECTION 03

LT TURN BAY DOUBLE

YELLOW AND SINGLE

WHITE LINES AND LT

TURN ARROW AND

WORD “ONLY”

3-in. THICK PAVEMENT CORE

BY 502 CES/CEO

CROSSWALK

BEGIN SECTION 03

3-in. MILL & OVERLAY

STANLEY RD FROM REYNOLDS TO NEW

BRAUNFELS HAS PAVED GUTTERS AND

OLD CONCRETE PAVEMENT BELOW

ASPHALT PAVEMENT

3-in. MILL & OVERLAY

END SECTION 04

CROSSWALK (typ) REPAIR STANLEY RD

SECTION 04

SOW ATTACHMENT 4

Jan 14, 2019_v0 SECTION 01 11 11 Page 10

START SECTION 04

N

EW

B

RA

U N

FE

LS

R D

RE

YN

O

LD

S

RD

END SECTION 06

RT TURN BAY DOUBLE

YELLOW AND SINGLE

WHITE LINES AND LT

TURN ARROW AND

WORD “ONLY”

Jan 14, 2019_v0 SECTION 01 11 11 Page 11

2-in PAVEMENT CORE

BY 502 CES/CEO

REPAIR STANLEY RD

SECTION 06

SOW ATTACHMENT 5

2-in MILL & OVERLAY

SECTION 06 IS PAVED

FROM FACE OF CURB

TO FACE OF CURB

START SECTION 06

SECTION 01 14 00 Page 1

PART 1 GENERAL

1.1 REFERENCES

SECTION 01 14 00

WORK RESTRICTIONS

11/15

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 2

1.4.1.1 Installation Access

Non DOD persons (Contractors, vendors, etc.) requiring entry to JBSA installation [Lackland] [Randolph] [Fort Sam Houston] [Camp Bullis] 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 (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.

1.4.1.2 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.

1.4.1.3 Government Housing Areas

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

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

1.4.2 Emergency Response Requirement

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

SECTION 01 14 00 Page 3

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 4

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) Mr. Ken Talley 59th Medical Wing/SGPB 59 MDW Office Telephone No: 210.671-7061 E-mail: kenneth.talley@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 the specific dates, hours, location, type of work to be performed, contract mailto:kenneth.talley@us.af.mil

SECTION 01 14 00 Page 5 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 the government coordination.

SECTION 01 14 00 Page 6

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

d. After submitting the request to the government, the contractor shall receive 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 manager prior to anticipated need for closure

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

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

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section --

SECTION 01 30 00 Page 1

1.1 SUBMITTALS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15 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:

View Location Map; G

Progress and Completion Pictures; G

1.2 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.

1.3 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start and at completion of the Contract. Digital photographs, .jpeg, shall be provided to the Contracting Officer for unrestricted use by the Government.

1.4 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by Texas law.

1.5 CONTRACTOR SPECIAL REQUIREMENTS

Accomplish all contract requirements of Section assigned to the directly with a first tier subcontractor.

SECTION 01 30 00 Page 2

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

The Project Manager in this context shall mean the individual with the responsibility for the overall management of the project and the Project Superintendent shall mean the individual with the responsibility for quality and production. Both the Project Manager and Project Superintendent are subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders shall be made the subject of claim for extension of time for excess costs or damages by the Contractor.

Approval of Project Manager and on-site Project Superintendent is required prior to start of construction. Provide resumes for the proposed Project Manager and on-site Project Superintendent describing their experience with references and qualifications to the Contracting Officer for approval. The Contracting Officer reserves the right to interview the proposed Project Manager and on-site Project Superintendent at any time in order to verify the submitted qualifications.

1.7 PRECONSTRUCTION CONFERENCE

After award of the TO contracts 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 value engineering and safety program, preparation of the schedule of prices or earned value report, 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.

1.8 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

SECTION 01 30 00 Page 3 personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, 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 Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

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.

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

SECTION 01 30 00 Page 4

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.

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PART 3 EXECUTION

SECTION 131 19.00 44 Page 1

SECTION 01 31 19.00 44

PROJECT MEETING

11/15

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.

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PART 3 EXECUTION NOT USED

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SECTION 132 01.00 10 Page 1

1.1 Qualifications

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

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

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

submittals having a "FIO" designation are for information only. When used, a designation following the "GA" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 30 00 SUBMITTAL PROCEDURES:

Project Schedule CPM; GA

PART 2 NOT USED

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 2

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 schedules for most of the task orders issued under 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 3 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, the Contractor shall identify those activities that are

SECTION 01 32 01.00 10 Page 4 accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion. Contractor shall specifically address each of the activities noted in the narrative report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the Contract period.

g. Interim Completion Dates: Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim 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 [Enter Appropriate Subpart Title Here]Project Schedule Submissions

SECTION 01 32 01.00 10 Page 5

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

3.3.4.1 Preliminary Project Schedule Submission

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

3.3.4.2 Initial Project Schedule Submission

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

3.3.4.3 Periodic Schedule Updates

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

3.3.5 Periodic Progress Meetings

Progress meetings to discuss payment shall include a monthly onsite meeting or other regular intervals mutually agreed to at the preconstruction conference. During this meeting the Contractor shall describe, on an activity by activity basis, all proposed revisions and adjustments to the project schedule required to reflect the current status of the project. The Contracting Officer will approve activity progress, proposed revisions, and adjustments as appropriate.

3.3.5.1 Meeting Attendance

The Contractor's Project Manager and Scheduler shall attend the regular progress meeting.

3.3.5.2 Update Submission Following Progress Meeting

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

3.3.5.3 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

SECTION 01 32 01.00 10 Page 6 schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in the extension of the schedule, will not be a cause for a time extension to the contract completion date.

3.3.6 Submission Requirements

3.3.6.1 Additional Submission Requirements

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

3.3.7 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered…