Attachment 1 - SOW 30Sep2019.pdf

802D

Civil Engineering Joint Base San Antonio

Request for Proposal

REPAIR NURSERY ROAD SECTION-02,

FAC. NO. 4645

JBSA-Fort Sam Houston, Texas

TRIRIGA No. 1031625 Legacy No. JBSF170264

CONTRACT NO. TBD

Sep 30, 2019_v0

Repair Nursery Road Section-02 1031625

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

SECTION

01 11 00

SUMMARY OF WORK

09/19

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.][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 1. Traffic Control Plan; G,

2. Geotechnical Report; G, 3. Topographic Survey, G.

3. Engineering Drawings; G. 4. Existing Conditions photos, G.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

This project begins at the pavement seam approximately 520 feet north of the center of the intersection of Nursery Rd and Williams Rd and proceeds north for approximately 1,700 linear feet to the end of the project at the pavement seam approximately 190 feet south of the FSH National Cemetery Bridge (see Attachment 1).

The Contractor’s scope of project work includes:

a. Topographic surveying and construction layout surveying.

b. Geotechnical Report including borings and drawings showing boring logs, boring locations in project, testing soil for sulfates, and recommendation on lime or cement soil stabilization of subgrade.

c. Development of complete Professional Engineer designed construction plans.

d. Development of complete Traffic Control Plan and set up traffic control signs and devices, and maintaining/improving the Traffic Control Plan during construction.

e. Near old Vehicle Inspection Check Area (see Attachment 2):

1. Demo and remove old asphalt pavement.

2. Remove double 12-in RCP Stormwater pipes and replace with single 18-inch HDPE Stormwater pipe. Construct new Safety End Treatment headwalls on each end of HDPE pipe.

3. Grade old Vehicle Inspection Check area as required for the Nursery Rd 40-foot pavement width and positive drainage flow. Use material generated during grading to cover new HDPE Stormwater pipe. Contractor shall bring in additional material if required.

f. Demolition of existing 40-foot wide pavement by milling.

g. Demolition of existing 40-foot wide base course (or lesser material) down to the top of the proposed stabilized subgrade.

h. Stabilization of 6-inches thick, 40-foot wide subgrade with lime or cement based on Geotechnical Engineer’s recommendation.

i. Construction of new 6-inch thick, 40-foot wide flexible base course with TxDOT A2 base material compacted to 95% Standard Proctor and prime coat.

j. Construction of new TxDOT Type “B” hot mix asphaltic concrete Binder Course, 3.0-inches thick, 40 foot wide, constructed in one 3.0-inch thick lift and tack coat.

k. Construction of 40 foot wide TxDOT Type “D” hot mix asphaltic concrete Wearing Course, 2.0-inches thick, constructed in one 2.0-inch thick lift.

l. Installation of culvert double reflectors on steel, safety yellow painted poles on each side of 4 existing headwalls and 2 new Safety End Treatment headwalls, for a total of 10 culvert poles and double reflectors.

m. The Contractor’ Engineer shall annotate the location of all existing signs and other permanent existing traffic control signs/devices on the construction drawings and protect and store the signs/devices until it is time for Contractor to reinstall them.

n. Golf Cart Crossing of Nursery Rd: 1) Contractor shall paint a new crosswalk with white, 8-foot X 2-foot reflective stripes where the Golf Carts cross Nursery Rd. 2) Contractor shall construct new asphalt for the Golf Cart Crossing. 3) Contractor shall install one new Golf Cart Crossing sign on an ivory powder-coated pole with TxDOT breakaway base on the southbound side of the road. 4) Also, the Contractor shall relocate the southbound Golf Cart Crossing sign and pole so that it is about the same distance from the road and same distance from the Golf Cart Crossing as the sign for the north bound lane. 5) On the northbound side of the road, the Contractor shall install a new Golf Cart Crossing sign. The existing powder coated pole and break away base is in good condition and Contractor shall reuse it as it is.

o. Contractor shall use a pavement marking line striping truck to apply road stripes for centerline and edgeline striping. Contractor shall install raised, reflective pavement markers every 40 linear feet along the centerline of the new pavement.

p. Contractor shall hydromulch and water bare areas adjacent to edge of pavement and areas disturbed by Contractor. Watering by Contractor shall continue until turf is established.

1.2.2. Work Plan Requirements

1.2.2.1. Surveying, Traffic Control, and Design

a. Surveying: Contractor shall employ a Registered Professional Land Surveyor (RPLS) to provide all horizontal and vertical data and field conditions required by the Design Engineer to execute a complete and accurate design.

b. The Contractor’s Surveyor shall provide a topographic survey of the entire length (1700 feet) and width (100 feet) of the road. Contractor’s surveyor shall locate the centerline of the existing road and use that as a basis to provide construction staking to insure construction of pavement that has a uniform width and smooth transitions between horizontal curves and straight sections, smooth grades, and a 2% grade crown from the pavement center to pavement edge on each side of the road. Contractor shall provide and maintain all survey benchmarks/control points as needed to perform the work.

c. The Contractor shall perform construction surveying services as required to layout Nursery Road vertically and horizontally per the construction plans. Project construction surveying work does not require the services of a Licensed Professional Surveyor. The Base has a survey monument located near the Elementary school (see Attachment 3).

d. Traffic Control Plan-the Contractor shall prepare and submit a Traffic Control Plan drawn in AutoCAD. The Traffic Control Plan shall clearly show all detour routes, detour signs, barricade locations and type, grabber cone locations, and any temporary detour roads constructed by Contractor.

The Traffic Control plan shall be prepared in accordance with the Texas Manual of Uniform Traffic Control Devices (MUTCD). The Contractor will be responsible for setting up and maintaining all traffic control signs and devices during the entire period of construction and removal when no longer needed. Contractor shall modify the Traffic Control Plan during construction as required to improve safety, traffic flow, and phasing of construction.

The Traffic Control Plan shall be developed so that at least 1- 12 ft. wide detour lane in each direction is open at all times.

The Contractor will have approximately 40-feet to 48-feet of width of road available to construct the 24-foot wide road and two 8-foot wide paved shoulders and maintain two detour lanes.

The Contractor shall follow the Phasing Plan (see Attachment 4 Phasing Plan). Complete closure of this arterial road will not be authorized by the Government.

e. Design: The contractor shall develop construction plans for the rebuild/repair of Nursery Road Section-02. Specification are provided by the Government with this Summary of Work.

f. The Design Package, at a minimum, shall include: Cover Sheet, Overall Site Plan Sheet, Notes Sheets and Testing Schedule, Stormwater Pollution Prevention Plan (SWPPP), Plan and Profile Sheets, Roadway Striping Plan Sheet, and Details/Pavement Section Sheets. Hard copy submittal plans shall be printable in Tabloid size and shall be to scale.

g. Contractor shall field verify all required dimensions and information to produce the design documents. Contractor shall develop accurate electronic plans in AutoCAD 2010/2011 drawing format (.dwg) and PDF format.

h. The contractor shall submit for government review and approval, bound paper copies and electronic copies of 50%, 100%, and For Construction Design Package signed and sealed by a Texas State Licensed Professional Engineer. The Design Package shall consist of plans and specifications for the construction work required to rebuild Nursery Road Section-02.

Contractor shall submit a signed and sealed For Construction design package incorporating all corrections from 50% and 100% review.

Mobilization and construction effort will only be allowed to begin upon:

1) the receipt of signed and sealed For Construction design package, 2) Lane closures and the Traffic Control Plan is approved by the 802 CE Squadron. All electronic copies shall be provided to the government in the native file format and PDF format.

i. Final As-Builts shall be signed, sealed, and each plan sheet stamped “As-Built”, by the designer of record. The Contractor shall provide an electronic copy and hard copy of the As-Built construction plans to the Govt. project manager.

1.2.2.2. Traffic Signs, Devices, and Barricades

The Contractor shall provide all temporary traffic signs, devices, and barricades necessary to safely and efficiently move vehicle traffic past the work zone.

1.2.2.3. Preparation of Pavement for Detour

a) The Contractor shall prepare the existing north bound shoulder, to be used for detour, by removing grass, filling holes with base material, and applying a ¼ inch chip seal.

b) The Contractor shall also construct four temporary 100 foot long pavement tapers (2 tapers on the north end of the project and 2 tapers on the south end of the project) and pave them with base material, as needed to allow a smooth transition from the existing pavement to the temporary taper and fill any holes in the shoulder and then pave the 100 foot tapers with a ¼-inch chip seal (see Attachments 5A and 5B). At the north east taper, the Contractor shall stock pile the decorative rock material and re-apply it where it was prior to taper construction.

c) The Contractor shall remove the 100 foot temporary tapers when not needed for detour any more.

1.2.2.4. Contractor shall construct the subgrade, base, binder and wearing courses in three phases as shown on the Project Phasing Plan, Attachment 4.

Contractor shall construct each phase from subgrade, to base course, to binder course, to wearing course before Contractor moves to the next Phase.

1.2.2.5. Construction of Cement Stabilized Subgrade

After Contractor has received Geotechnical Recommendation, removed the old pavement and demolished and removed the old base the Contractor shall construct 6-inches thick, 40-ft wide cement stabilized subgrade with Portland cement, 2% mix by weight. The density of the compacted mixture shall be at least 90 percent of laboratory maximum density (see Testing Schedule Attachment 8).

1.2.2.6. Construction of Flexible Base Course

Contractor shall construct a 40 foot wide, 6-inch thick flexible base course on top of the completed cement stabilized subgrade. Contractor shall place the TxDOT A2 base material over the cement stabilized subgrade and compact to 95% standard proctor. Contractor shall place prime coat on top of the finished base course (see Testing Schedule Attachment 8).

1.2.2.7. New Pavement Seams

Contractor shall create tight pavement seams by saw cutting new pavement to provide smooth vertical surface for new HMAC pavement to be placed against.

1.2.2.8. Construction of TxDOT Type “B” and Type “D” Hot Mix Asphaltic Concrete Pavement

The Contractor shall apply Prime Coat at a rate of 0.10 gallons per square yard to the completed base course. When the Prime Coat application is complete, the Contractor shall construct the 40-foot wide, 3.0 inch thick Type B, Hot Mix Asphaltic Concrete Binder Course in one 3.0 inch lift on top of the completed binder course, apply Tack Coat at a rate of 0.10 gallons per square yard and then construct the final 49-ft wide, 2.0 inch lift of Type D, HMAC. Upon approval of the Contracting Officer, the Contractor may use the new pavement as part of the Detour Plan (see Testing Schedule Attachment 8).

1.2.2.9. At the Golf Cart Crossing, the Contractor shall install a detour and paint a temporary crosswalk (see Attachment 6). At the Golf Cart Crossing the Contractor shall remove and construct new HMAC pavement and paint new crosswalk after new road pavement is constructed in this area (see Attachment 7).

1.2.2.10. Yellow Raised Reflective Pavement Markers, Yellow Centerline Striping, White edgeline striping on both edges of the road, and golf cart crosswalk.

Contractor shall install 10-foot long, yellow reflective 4-inch wide stripes spaced 30-feet apart, end to end, along the centerline of the road. Contractor shall install yellow, raised reflective pavement markers along the centerline of the road spaced an equal distance (15-feet) between the yellow stripes. Contractor shall install continuous white, reflective 4-inch wide stripes 12-feet from the centerline on both sides of the road. Contractor shall repaint the crosswalk at the golf cart crossing. All striping shall be applied by a pavement marking line striping truck. No hand striping or push cart striping shall be authorized.

1.3 Environmental

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

1.3.2 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. SECTION 01 11 11 Contractor will 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, Samuel Klein, samuel.klein.3@us.af.mil.

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

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

1.3.5 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 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 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 35 35 Environmental Protection.

1.3.8 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, 210-6524668, edward.vogel@us.af.mil.

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

1.4 Location

The work is located on Nursery Road between the end of Williams Rd near the Elementary School and the FSH National Cemetery Bridge, Fort Sam Houston, TX.

1.5 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Verify existing utility locations, within area of work.

1.6 PERIOD OF PERFORMANCE

35 Calendar days for Surveying, Geotechnical, and Traffic Control Plan.

63 Calendar Days for Final Engineering Design.

7 Calendar days for existing conditions photos, removing and storing existing signs and setting up Traffic Control.

7 Calendar Days for Mobilization, Chip Seal road shoulder/100 ft tapers, paint Golf Course Temp crosswalk.

14 Calendar Days for construction Layout surveying.

28 Calendar Days for construct 18-in Storm Drain & Headwalls, Mill/Dispose exit Pavement, demo dispose exist. Base Course.

84 Calendar days for Cement Stabilization.

21 Calendar days for new Flexible Base construction, apply prime coat.

21 Calendar Days for new Binder and Wearing Course construction and construct Golf Course Crossing HMAC.

7 Calendar Days for new pavement striping, final crosswalk painting, and raised reflective pavement marker installation, install signs and headwall markers.

7 Calendar days for Project Closeout, 294 Calendar Days Total.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

-- End of Section --

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INSTALL 18-inch dia. HDPE Storm Sewer Pipe with Safety End Treatment Headwalls, Fill Ditch

ATTACHMENT 2

Vehicle Inspection Area

GRADE THESE AREAS

TO CEATE FLAT SHOULDER

DEMO & DISPOSE OF 2-

12” RCP STORM DRAIN

PIPES ~48 LINEAR FEET

DEMO & DISPOSE OF 2-

12” RCP STORM DRAIN

PIPES ~76 LINEAR FEET

At ta ch m en t 3

Lo ca tio n of S ur ve y M on um en t i n El ec tr ic B ox

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PHASE 1

PHASE 2

PHASE 3

14’ CONST. ZONE 13’ DETOUR LANE13’ DETOUR LANE

40’ WIDE NURSERY RD PAVEMENT

12’ DETOUR LANE14’ DETOUR LANE 14’ CONST. ZONE

12’ CONST. ZONE 14’ DETOUR LANE14’ DETOUR LANE

Attachment 4 Phase Plan

OLD PAVEMENTOLD PAVEMENT

NEW PAVEMENT NEW PAVEMENT CONSTRUCTION

NEW PAVEMENT CONSTRUCTION

OLD PAVEMENT

NEW PAVEMENTNEW PAVEMENT NEW PAVEMENT CONSTRUCTION

View From STA 0+00 Looking North

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GOLF CART DETOUR

DURING CONSTRUCTION

Attachment 6

CONTRACTOR SHALL

PROVIDE TRAFFIC CONTROL

DEVICES/SIGNS TO ALERT

MOTORISTS OF GOLF CART

CROSSING

PROPOSED GOLF CART

ROUTE DURING

CONSTRUCTION

CONTRACTOR SHALL PAINT

NEW CROSSWALK AND REMOVE

IT WHEN NO LONGER NEEDED

70 SF ASPHALT EA

NEW CROSSWALK

540 SF ASPHALT

Attachment 7

DESCRIPTION RATE QUANTITY

SOILS

Standard Proctor - Trench Backfill Per Material Source 1

Standard Proctor - Subgrade Per Street 1

Densities 0 Trench Backfill Per 200 LF Trench

Densities - Street Per 325 Square Yard

Densities - Driveways Per 2 Driveways

FLEXIBLE BASE

Sieve Analysis Per 3,000 cubic yards

Atterburg Limits Per 3,000 cubic yards

Modified Proctor Per 3,000 cubic yards

L.A. Abrasion Per 3,000 cubic yards

CBR(Standard) Per Material Source

Densities of Compacted Base (Street/Pavement Repair) Per 325 square yards

Densities of Compacted Base (Curb & Gutter) Per 200 LF Curb & Gutter

Wet Ball Mill Test Per Material Source

Triaxial Test Per Material Source

HOT MIX ASPHALTIC CONCRETE (HMAC)

Extraction Sieve Analysis Per 500 Tons or Day

Lab Density and Stability Per 500 Tons or Day

Theoretical Density (Rice Method) Per 500 Tons or Day

Temperature - During Laydown Continuous As Needed

Thickness - In Place (Core) Per 1,000 LF Street

%Theoretical Density - In Place (Core) Per 1,000 LF Street

CONCRETE (UNCONFINED COMPRESSION 7, 14, 28 DAYS)

Pavement 1 per 500 LF Street

Curb and Gutter Per 500 LF Curb&Gutter

Sidewaks and Curb Ramps Per 4,000 SF

Driveways Per 2,500 SF

Curb, Post, and Grate Inlets and Manhole Risers Per 6 each

Headwalls Per Each

Storm Sewer / San Sewer / Water Manholes (Cast-In-Place Per 2 Each

Rip Rap, Aprons, Safety End Treatment (S.E.T.) Per 4,000 SF

Manhole Base/Footing Per 10 Each ATTACH 8

ATTACHMENT 8 / TESTING SCHEDULE

Rpr Nursery Road

1031625

SECTION 01 14 00 Page 1

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

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

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 Sep 30, 2019

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.

Not Used

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.

PART 2 PRODUCTS NOT USED

PART 3 EXECUTION NOT USED

] -- End of Section --

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.