AM0003 11AUG26.pdf

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of theoffer submitted;

or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER.

If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

16C. DATE SIGNED

Previous edition unusable STANDARD FORM 30 (REV. 11/2016) Prescribed by GSA FAR (48 CFR) 53.243

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBE

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

J 1 5

0003 11 AUG 2026 456277

W9126G

W076 ENDIST FT WORTH

KO CONTRACTING DIVISION, 819 TAYLOR ST BOX 17300

FORT WORTH, TX 76102-6124

UNITED STATES

CHRISTINE NORIEGA, EMAIL: CHRISTINE.NORIEGA@USACE.ARMY.MIL

TELEPHONE: (817) 886-1104

SCD: PAS:

W9126G26RA028

22 JUN 2026

SEE SECTION G - CONTRACT ADMINISTRATION DATA

See Schedule

W9126G26RA028

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

CHANGES TO SOLICITATION W9126G26RA028

* Effective 2:00 p.m. on 11 Aug 26, ProjNet will remain open only for comments directly related to Amendments 3 or 4. The CORPS defines "new" comments as those posted after 2:00 p.m. on 11 Aug 26. The CORPS will respond only to new comments directly related to Amendments 3 or 4; comments unrelated to those amendments will not receive a response. ProjNet will close to all comments on 18 Aug 26. Bid Opening will be extended from 18 Aug 26 to 25 Aug 26.

CHANGES TO PROPOSAL RECEIPT DATE

1. Proposal Receipt Date: Change the proposal receipt date from "18 August 2026, 2:00 p.m. CT" to "25 August 2026, 2:00 p.m. CT ".

CHANGES TO THE SPECIFICATIONS

2. Added Sections: The following section has been added to the solicitation, bearing the notation

W9126G26RA028-0003:

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

11 81 29 HORIZONTAL FALL PROTECTION

3. Replacement Sections: The following sections have been updated and replaced with the accompanying new sections of the same number and title bearing the notation W9126G26RA028-0003:

PROJECT TABLE OF CONTENTS

00 73 00 SUPPLEMENTARY CONDITIONS

01 00 00.00 44 CONSTRUCTION SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

01 35 17.00 44 SPECIAL PROJECT PROCEDURES FOR LACKLAND AIR FORCE BASE

01 50 00.17 44 TEMPORARY CONSTRUCTION FACILITIES FOR LACKLAND AFB

01 52 00.00 44 GOVERNMENT FIELD OFFICE

01 57 20 ENVIRONMENTAL PROTECTION

01 78 00 CLOSEOUT SUBMITTALS

03 45 00 PRECAST ARCHITECTURAL AND STRUCTURAL CONCRETE

08 51 13 ALUMINUM WINDOWS INCLUDING FIRE RATED EXTERIOR WINDOWS

09 51 00 ACOUSTICAL CEILINGS

11 40 00 FOODSERVICE EQUIPMENT

31 00 00 EARTHWORK

4. Deleted Sections: The following section have been deleted from the solicitation:

08 33 23 OVERHEAD COILING DOORS

08 44 00 CURTAIN WALLS

CHANGES TO THE DRAWINGS

5. Replacement Drawings: The drawings listed below are being replaced with the attached new drawings(s) of the same number, bearing the notation W9126G26RA028-0003:

D4-A-114 FIRST FLOOR REFLECTED CEILING PLAN – AREA A

• Added mechanical access panels.

D4-A-116 SECOND FLOOR REFLECTED CEILING PLAN – AREA A

• Added callouts to 17/D4-A-510 to detail ceiling elevation change. Added mechanical access panels.

D4-A-118 THIRD FLOOR REFLECTED CEILING PLAN

• Added callouts to 17/D4-A- 510 to detail ceiling elevation change. Added mechanical access panels.

D4-A-119 ROOF PLAN – AREA A

• Removed unnecessary keynote #9 symbol.

D4-A-307 CURVED PORCH WALL SECTIONS

• Updated note to indicate delegated design for cold-formed metal soffit framing.

D4-A-502 PARTITION TYPES AND DETAILS

• Revised Detail 5 to remove perimeter drain.

D4-A-505 SECTION DETAILS

• Added note to indicate precast connection angle to be determined by precast manufacturer.

D4-A-507 ROOF DETAILS

• Revised Detail 8, Roof Scupper, to better coordinate with structural roof details..

D4-A-510 CEILING DETAILS

• Added Detail 17, Classroom Ceiling Transition, to demonstrate transition between 11’ and 12’ ceilings in second and third floor classrooms.

D4-A-604 WINDOW TYPES

• Revised Detail 1, Window Types, to change window types C and H from curtain wall to fixed window systems. See responses to Bidder Inquiries 11937173 and 11937181 for additional information. Revised Detail 2 to include a coordination note for the jamb sealant condition. Revised Detail 4 sill pan flashing/receptor requirements.

D4-CS505 CONSTRUCTION FENCE DETAILS

• Removed sheet note 4; contractor will not be responsible for removing site fencing at end of the project.

D4-CU100 UTILITY SITE PLAN

• Added duct bank between ATC8 and DCF4 for reference. Additional detail is provided in D4-ES101

D4-EP100 CRAWL SPACE POWER PLAN

• Added conduit in crawl space to connect emergency power from EB2 to ATS in electrical room.

D4-ES101 ELECTRICAL SITE PLAN

• Added duct bank to facilitate emergency power from EB2 to DCF4.

D4-ES504 ELECTRICAL DETAILS

• Added two-way concrete duct bank.

D4-G-103 WEST CAMPUS CONSTRUCTION AREA PLAN

• Added gate on haul road. Adjusted mowing and fence maintenance area. Identified fence that requires one-time fabric removal.

D4-I-101 FIRST FLOOR FURNITURE PLAN

• Changed EQ-7, Exam Table, from Contractor Furnished Contractor Installed (CFCI) to Not in Contract (NIC).

D4-I-107 FIRST FLOOR SIGNAGE PLAN

• Locations of Sign Type C2 and D2 changed near stairs for improved clarity.

D4-I-108 SECOND FLOOR SIGNAGE PLAN

• Locations of Sign Type C2, D2, and J2 changed near stairs for improved clarity.

D4-I-109 THIRD FLOOR SIGNAGE PLAN

• Locations of Sign Type C2, D2, and J2 changed near stairs for improved clarity.

D4-I-502 INTERIOR DETAILS

• Adjusted floor details for walk-in freezer.

D4-I-602 FINISH SCHEDULE

• Finish schedule for ceiling in Rooms 156 and 158 revised to cement board with HBC-1. Updated south and east wall finishes in rooms as noted.

D4-I-603 FINISH SCHEDULE

• Updated south and east wall finishes on noted rooms.

D4-I-604 SIGNAGE TYPES

• Added sign type C2.

D4-I-605 SIGNAGE SCHEDULE

• Provided full update to signage schedule.

D4-KA101A KITCHEN SCHEDULE

• Revised item #69 to reflect a quantity of six (6).

D4-M-400 ENLARGED MECHANICAL ROOM PLANS

• Updated VFD tag for VFD-D4-6. Added and adjusted dimensions for clarity.

D4-P-101 CRAWL SPACE PLUMBING PLAN

• Changed Keynote 5 to “Not Used” and updated detail reference in Keynote 6 to 8/D4-P501.

D4-P-404 ENLARGED PLUMBING PLANS

• Revised detail reference in keynote 3 for accuracy. Updated keynote 7 to outline utility coordination.

Added keynote 9 to reference 2/D4-P-904.

D4-P-601 PLUMBING SCHEDULES

• Added master mixing valve to and area drain to plumbing fixture schedule.

D4-P-904 PLUMBING ISOMETRICS

• Added callout to Detail 2 to indicate 2” condensate drain in plumbing chase.

D4-S-501 - TYPICAL CONCRETE DETAILS

• Updated Detail 14 to include PI ranges for the clay cap.

D4-S-504 - CONCRETE DETAILS

• Updated Detail 16 concrete slab thickness to 4” and noted final topping slab thickness must be coordinated with the freezer supplier.

D4-TS101 COMMUNICATIONS SITE PLAN

• Revised drawing and supplemented keynotes to provide specific guidance for communications requirements.

D4-TS601 COMMUNICATIONS OSP RISER DIAGRAM

• Provided new guidance on fiber and copper to be terminated at manholes C-22 and MH-4..

End of Summary of Changes

Lackland DCF4 LKATCDCF4

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 00 01 SOLICITATION, OFFER AND AWARD, SF-1442

00 10 00 CONTRACT LINE ITEM SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

00 21 16 INSTRUCTIONS TO OFFERORS

00 22 16 SUPPLEMENTARY INSTRUCTIONS TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONDITIONS OF THE CONTRACT

00 72 00 GENERAL CONDITIONS

00 73 00 SUPPLEMENTARY CONDITIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00.00 44 CONSTRUCTION SCHEDULE

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING

01 35 13.10 00 SPECIAL PROCEDURES-SURVEYING

01 35 13.20 00 SPECIAL PROJECT PROCEDURES-CAD

01 35 13.30 00 SPECIAL PROJECT PROCEDURES-GIS

01 35 17.00 44 SPECIAL PROJECT PROCEDURES FOR LACKLAND AIR FORCE BASE

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 45 35 SPECIAL INSPECTIONS AND SPECIAL INSPECTION FOR PROGRESSIVE

COLLAPSE

01 50 00.17 44 TEMPORARY CONSTRUCTION FACILITIES FOR LACKLAND AFB

01 52 00.00 44 GOVERNMENT FIELD OFFICE

01 56 00 DUST CONTROL

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 57 24.01 44 STORM WATER POLLUTION PREVENTION PLAN (TEXAS)

01 57 25.00 44 SWPP PLAN INSPECTION AND MAINTENANCE REPORT FORM

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00.15 10 TOTAL BUILDING COMMISSIONING

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 41 33 PRECAST STRUCTURAL PRETENSIONED CONCRETE

03 45 00 PRECAST ARCHITECTURAL AND STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23.13 10 ULTRASONIC INSPECTION OF WELDMENTS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

PROJECT TABLE OF CONTENTS Page 1

<AMENDMENT 0002>

PROJECT TABLE OF CONTENTS

<AMENDMENT 0003>

W9126G26RA028-0003

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 14 10 WATERPROOF FLOORING MEMBRANE

07 17 00 BENTONITE WATERPROOFING

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 26 16 BELOW GRADE VAPOR RETARDERS

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 13 METAL WALL PANELS

07 54 19 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES (INCLUDING FIRE RATED ENTRANCE

DOORS)

08 22 20 FIBERGLASS REINFORCED PLASTIC (FRP) DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 33 23 OVERHEAD COILING DOORS</AM#0003>

08 33 43 OVERHEAD COILING SMOKE CURTAINS FOR ELEVATOR DOORS</AM#0002>

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES</AM#0003>

08 51 13 ALUMINUM WINDOWS (INCLUDING FIRE RATED EXTERIOR WINDOWS)

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING</AM#0003>

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.13 RESINOUS FLOORING</AM#0002>

PROJECT TABLE OF CONTENTS Page 2

<AM#0002>

<AM#0002>

<AM#0003>

<AM#0003>

<AM#0003>

W9126G26RA028-0003

m2ecdcwn Cross-Out m2ecdcwn Cross-Out

09 67 23.14 CHEMICAL RESISTANT RESINOUS FLOORING</AM#0002>

09 68 00 CARPETING

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

09 96 59 HIGH-BUILD GLAZE COATINGS

DIVISION 10 - SPECIALTIES

10 11 00 VISUAL DISPLAY UNITS

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTION

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

10 51 13 METAL LOCKERS

10 52 00 LOCKER BENCHES

DIVISION 11 - EQUIPMENT

11 13 00 LOADING DOCK EQUIPMENT

11 40 00 FOODSERVICE EQUIPMENT

11 81 29 HORIZONTAL FALL PROTECTION</AM#0003>

DIVISION 12 - FURNISHINGS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

12 50 00.13 10 FURNITURE AND FURNITURE INSTALLATION

12 65 00 FIXED SEATING AND FIXED TRAINING TABLES

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 48.00 40 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND

EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 20 COMMISSIONING OF MECHANICAL AND PLUMBING SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13.34 40 CONTROL VALVES, SELF-CONTAINED

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 64 26 CHILLED, CHILLED-HOT, AND CONDENSER WATER PIPING SYSTEMS

23 82 00.00 20 TERMINAL HEATING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

PROJECT TABLE OF CONTENTS Page 3

<AM#0002>

<AM#0003>

W9126G26RA028-0003

m2ecdcwn Cross-Out

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (HVAC)

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (ACS)

25 05 11.03 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS (FIRE

ALARM/FIRE SUPPRESSION)

25 05 11.04 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

(LIGHTING)

25 05 11.06 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

(CONFIGURABLE SYSTEMS)

25 08 10 UTILITY MONITORING AND CONTROL SYSTEM TESTING

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 27 13.10 30 ELECTRIC METERS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 29 23 ADJUSTABLE SPEED DRIVE (ASD) SYSTEMS UNDER 600 VOLTS

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 08 10 ACCESS CONTROL SYSTEM ACCEPTANCE TESTING

28 10 05 ACCESS CONTROL SYSTEMS (ACS)

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 63 26 DRILLED CAISSONS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19.61 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 13.13 LIME TREATED SUBGRADE

32 11 23 AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 ROAD-MIX ASPHALT PAVING

32 13 14.13 CONCRETE PAVING FOR HEAVY DUTY PAVEMENTS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 92 23 SODDING

32 93 00 EXTERIOR PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 40 00 STORMWATER UTILITIES

PROJECT TABLE OF CONTENTS Page 4

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

PROJECT TABLE OF CONTENTS Page 5

-- End of Project Table of Contents --

APPENDIX

APPENDIX A JUSTIFICATION & APPROVAL

APPLICATION OF WAGE DECISIONS

Solicitation Number: W9126G26RA028

Project: Basic Military Training (BMT) Classroom Dining Facility 4

Location: Joint Base San Antonio, Texas

County: Bexar County, Texas

1. Service Contract Act (SCA) Wage Determination Number 2015-5253, Revision Number <AM#0003> 28 </AM#0003> <AM#0003> 29, </AM#0003> Last Revision Date <AM#0003> 12/03/2025 </AM#0003> <AM#0003> 05/13/2026 </AM#0003> will be applicable to those activities performed with regard to contract installation support requirements for certain minor maintenance repairs, clerical support services, custodial services, custodial services, grounds maintenance and landscaping.

This wage determination will be used for work issued for demolition activates where no further construction will be performed at the site of the demolition.

2. Construction Wage Rate Requirements, Davis-Bacon Act Wage Determination, TX20260231, Building Construction Projects, will be applicable to Building construction, alteration, painting or repair of buildings, installations within buildings, appurtenances to buildings, foundations for buildings, excavation and fill for buildings, and utilities within five feet of buildings for those construction activities performed in Bexar County, Texas.

3. Construction Wage Rate Requirements, Davis-Bacon Act Wage Decision, TX20260291, Highway Construction Projects, is applicable to Highway construction activities – concrete pavement, curbs, fencing, highway signs, parking lots and street paving which are not incidental to building and heavy construction, and all construction requirements not shown in the paragraphs above for those activities performed in Bexar County, Texas.

4. Construction Wage Rate Requirements, Davis-Bacon Act Wage Decision, TX20260007, Heavy Construction Projects, is applicable to Heavy construction activities – pipe lines, sewers, sewage collection and disposal lines, water and sewage treatment plants (other than buildings), riprap, wells, flood (erosion) control, and other construction activities which are not incidental to other construction project decisions being performed in Bexar County, Texas.

NOTE: Payroll records are required, under the Davis-Bacon Act, to be submitted to the U.S. Army Corps of Engineers for all construction work performed.

The Wage Decision Number applicable to the work performed is to be shown on all certified payroll records submitted. If multiple wage decisions are utilized within a pay period, so clearly annotate those work hours, and rates-of-pay per the applicable wage decision under which the work was performed.

Wage rate compliance will be checked against the highest rate noted for the craft from all contract wage decisions if the applicable wage decision number to be applied is not shown on the payroll record.

W9126G26RA028-0003W9126G26RA028-0003

SECTION 01 00 00.00 44

CONSTRUCTION SCHEDULE

<AMENDMENT 0003>

PART 1 GENERAL

1.1 SCHEDULE

Commence, prosecute, and complete the work under this contract in accordance with the following schedule and Section 00 73 00 SPECIAL CONTRACT REQUIREMENTS COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK and

LIQUIDATED DAMAGES:

Item of Work Commencement of Work

(Calendar days)

Completion of Work

(Calendar days)

Liquidated Damages per calendar days

(1) All work, including O&M Manuals and Final Record Drawings for the Dining Classroom Facility #4

Upon receipt of Notice to

Proceed.

800 $ 8,436.71

NOTE: All work on this project shall be completed within the number of calendar days stated in Item of Work (1) above, inclusive of all review periods and Government phasing requirements specified. The liquidated damages stated above will be applied for each calendar day the Contractor exceeds the Contract scheduled duration.

Operation and Maintenance Manuals: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph OPERATION AND MAINTENANCE MANUALS for requirements and to ensure completion of O&M Manuals.

Record Drawings: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph titled RECORD DRAWINGS for requirements and to ensure completion of record drawings.

1.1.1 Testing of Heating and Air-Conditioning Systems

The times stated for completion of this project includes all required testing specified in appropriate specification sections of heating, air conditioning and ventilation systems including HVAC Commissioning.

Exception: boiler combustion efficiency test, boiler full load tests, cooling tower performance tests, and refrigeration equipment full load tests, when specified in the applicable specifications, shall be performed in the appropriate heating/cooling season as determined by the Contracting Officer.

SECTION 01 00 00.00 44 PAGE 1

1.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)

(ER 415-1-15)(52.0001-4038 1/96)

a. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause FAR 52.249-10 entitled "DEFAULT: (FIXED PRICE CONSTRUCTION)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays due to precipitation and temperature is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations.

The contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities. Wind is not considered in the Monthly Anticipated Adverse Weather Calendar Day Schedule.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

2 3 4 3 4 6 3 4 5 5 5 3

c. Upon receipt of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day.

d. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph "b", above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the contract clause entitled "Default (Fixed Price Construction)."

1.3 WORK RESTRICTIONS

1.3.1 Working Hours

Normal working hours are Monday through Friday, 0700 to 1700 hours[Monday through Friday, 0700 to 1700 hours]. Requests to work at times other than the stated working hours, including scheduled utility outages discussed below, shall be submitted to the Contracting Officer for approval.

Contractor shall not work outside of the above stated working hours without prior written approval of the Contracting Officer.

SECTION 01 00 00.00 44 PAGE 2

1.3.2 Security Requirements

1.3.2.1 Installation Entrance Requirements

Entrance requirements to the Installation are specified in Section 01 35

17.00 44 SPECIAL PROJECT PROCEDURES FOR LACKLAND AIR FORCE BASE.

For the duration of this Contract, the Contractor shall anticipate a delay of 30 minutes or more to access Lackland AFB. These delays are due to increased security precautions, including the checking of vehicle occupants' IDs, vehicle manifests, and the searching of all vehicles. Any general or specific threat to the safety of those working or living at the Installation could result in longer waiting times at the access points to the Installation.

The following are the minimum requirements for contractor employees entering Lackland AFB:

All delivery trucks must have a bill of lading and delivery truck drivers must have a picture ID.

1.3.3 Identification of Employees

Contractor personnel shall wear visible Contractor-furnished employee identification badges while physically on the Installation. Each badge shall include, as a minimum, the company name, employee name, photograph, Contract Title, Contract Number, and the expiration date of the badge.

Contractor and subcontractor personnel shall wear identifying markings on hard hats and high visibility vest clearly identifying the company for whom the employee works.

1.4 UTILITIES

1.4.1 Payment for Utility Services

Utility availability and Payment For Utility Services are specified in Section 01 50 00.17 44 TEMPORARY CONSTRUCTION FACILITIES FOR LACKLAND AFB.

1.4.2 Coordination

The Contractor shall coordinate with local phone company for contractor telephone and internet service during construction.

1.4.3 Outages

The Contractor shall coordinate all requests for utility outages with the <AM#0003>Base Civil Engineering, JBSA Privatized Utility Provider (PUP) and other local utility provider (where applicable) in writing 45 days prior to date of requested outageContracting Officer in writing 21 calendar days prior to date of requested outage:</AM#0003>

a. Water, gas, steam, and sewer outages shall be held to a maximum duration of 4 hours unless otherwise approved in writing.

b. Electrical outages shall have a maximum duration of 4 hours.

c. All utility outages shall be scheduled only on Saturdays, Sundays, or holidays unless specific approval is otherwise received.

SECTION 01 00 00.00 44 PAGE 3

See Section 01 35 17.00 44 - SPECIAL PROJECT PROCEDURES FOR LACKLAND AIR FORCE BASE for additional information regarding UTILITIES.

1.5 PAPERLESS CONTRACT SUBMISSION

a. GENERAL INFORMATION ON PAPERLESS CONTRACT SUBMISSION

The goal is to reduce waste, decrease time, decrease associated costs, and to streamline most file transmission procedures.

b. METHODS OF DIGITAL SUBMISSION

This contract shall use digital submission methods to the greatest extent practicable. Acceptable methods are as follows, in order of precedence:

1. RMS - will be used to the greatest extent practicable. Some items may not be submittable via RMS due to program constraints.

Those items shall use an alternate method. All ENGR 4025’s shall be generated and submitted in RMS.

2. Secure, Password Protected Web-Based System Access must be allowed and approved by the Government Representative. This method shall not be used for security sensitive documents.

3. E-mail – Items not submitted via RMS, as discussed above, shall be submitted via e-mail, if possible. E-mail limitations for file size must be considered prior to submission.

4. CD/DVD – Will be accepted if no other method is possible and upon prior approval.

c. ITEMS TO BE SUBMITTED VIA HARDCOPY

Product samples, color boards, and any other item not feasible to submit digitally, shall be submitted hard copy. ENGR 4025 shall be submitted digitally always. The Government reserves the right to request hard copy submission on any item, if deemed necessary.

Contractor shall be prepared to provide requested hard copy at any time.

1.6 CONTRACTOR PERFORMANCE EVALUATIONS

In accordance with the provisions of Subpart 36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $750,000.00, the USACE will evaluate contractor’s performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor will have the ability to access, review and comment on the evaluation for a period of 60 days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user’s computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current

SECTION 01 00 00.00 44 PAGE 4

information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.csd.disa.mil/. If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.

1.7 CONTRACTOR PAYROLL RECORD

Contractor shall be required to log payrolls for all their own employees and subcontractors utilizing ENG Form 3180. Each subcontractor requires a separate ENG 3180 for their payrolls. The Contractor shall maintain the ENG 3180, along with the payrolls, on site and available for review by the Contracting Officer's Representative. The ENG 3180's shall be updated weekly as payrolls are submitted. After making copies for their files, the Contractor is required to submit the originals of each week’s payrolls to the Resident Office. Before final payment, the Contractor shall provide the completed ENG 3180’s to the Contracting Officer's Representatives.

1.8 CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR PROCESSING WAGE

RATE REQUIREMENTS CERTIFIED LABOR PAYROLLS

(a) The contractor is required to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

(b) The contractor shall be responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the contractor to comply with the Wage Rate Requirements statute. When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. The contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.

(c) The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet;

(5) demonstrated security of data and data entry rights;

SECTION 01 00 00.00 44 PAGE 5

(6) ability to produce contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

(d) All contractor-incurred costs related to the contractor's provision and use of an electronic payroll processing service shall be included in the contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

1.9 ADDITIONAL CONTRACTOR PAYROLL RECORD

(1) The Fort Worth District requires the contractor and all sub-contractors to use an electronic payroll system meeting the requirements above referenced and the following.

(a) The Certified Labor Payrolls must be tracked electronically via WEB-based software and all data must be submitted via WEB. Payroll guidelines, "Instructions to Contractors on Contract Labor Requirements, published as "Appendix A, SWFP 1185-1-1" (also known as the Green book), will be provided to advise/inform contractors how these labor provisions will be administered and enforced.

(b) The WEB-based software must be capable of downloading data directly from existing electronic payrolls, track workers to ensure that overtime is being paid when overtime status is reached on Government contracts whether on one or multiple contracts or different sub-contractors. The software must track apprentices and journeyman ratios, create and track SF-1444 "Request for Authorization of Additional Classification and Rate", track workers by name/address/with or without Social Security Numbers, allow automated redaction of information appearing on payroll statements for agency response to Freedom of Information Act (FOIA requests), and provide free online training by the software provider to any user of the software.

(c) The software must allow fringe benefit statement to track fringe benefits "whether cash or into an approved plan, fund, or program. If the fringe benefits are paid into a plan, fund, or program the company's name (receiving benefits), phone number, and address shall be listed on the Statement of Compliance Form (DD Form 879 or WH-347).

(d) Software must provide a method of tracking standard and non-standard deductions such as restitution, alimony, child support, and allow for custom entries. Method of tracking must list the deductions on the statement of compliance or be listed as an attachment.

(e) The Contractor is required to provide the updated 3180's and notify the Contracting Officer's Representatives weekly by email when the current payrolls are complete and ready for inspection/review on the WEB. Before

SECTION 01 00 00.00 44 PAGE 6

final payment, the Contractor shall provide the completed ENG Form 3180's and complete copies of the Contractor and sub-contractor's payrolls/attachments, to the Contracting Officer's Representatives.

(2) Electronic copies of electronically/manually signed forms/memos/letters such as SF 1413 Statement of Acknowledgement (sub-contractor agreement), SF-1444 "Request for Authorization of Additional Classification and Rate", employee deduction authorization, certification of apprentices and trainees shall be provided to the Contracting Officer's Representative as required by FAR.

1.10 STREET CLOSINGS

See Section 01 35 17.00 44 SPECIAL PROJECT PROCEDURES FOR LACKLAND

AFB

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 00 00.00 44 PAGE 7

SECTION 01 33 00

SUBMITTAL PROCEDURES

<AMENDMENT 0003>

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contracting Officer may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.1.2 Project Type

The Contractor's Quality Control (CQC) System Manager shall check and approve all items before submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders; samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

1.1.3 Submission of Submittals

Schedule and provide submittals requiring Government approval before acquiring the material or equipment covered thereby. Pick up and dispose of samples not incorporated into the work in accordance with manufacturer's Safety Data Sheets (SDS) and in compliance with existing laws and regulations.

1.2 DEFINITIONS

1.2.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

SECTION 01 33 00 PAGE 1

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Accident Prevention Plan

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after

SECTION 01 33 00 PAGE 2

installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Safety Data Sheets(SDS)concerning impedances, hazards and safety precautions.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

SECTION 01 33 00 PAGE 3

1.2.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.2.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for information only. When used, a code following the "G" classification identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Submittal Register; G

1.4 SUBMITTAL CLASSIFICATION

1.4.1 Government Approved (G)

Government approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.4.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4.3 Sustainability Reporting Submittals (S)

Submittals for Guiding Principle Validation (GPV) or Third Party Certification (TPC) are indicated with an "S" designation. These submittals are for information only and for use as specified in Section

01 33 29 SUSTAINABILITY REQUIREMENTS AND REPORTING.

Schedule submittals for these items throughout the course of construction as provided; do not wait until closeout.

1.5 PREPARATION

1.5.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance

SECTION 01 33 00 PAGE 4

with the instructions on the reverse side of the form. These forms or similar forms are included in the RMS CM software that the Contractor is required to use for this contract. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted.

Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.5.2 Submittal Format

1.5.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.5.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

c. Submit an electronic copy of drawings in PDF format.

1.5.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

1.5.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

SECTION 01 33 00 PAGE 5

1.5.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.5.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer.

State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.5.2.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.5.2.4 Format of SD-04 Samples

1.5.2.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

c. Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint. Examples of nonsolid materials are sand and paint.

SECTION 01 33 00 PAGE 6

f.…