B.08.02 W912DR21B0008 Amend #4.pdf

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Dalecarlia Backwash Water Tanks Improvements
Solicitation number
W912DR21B0008
Issued by

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This federal solicitation requests proposals to improve wash water storage tanks and related infrastructure at the Dalecarlia Water Treatment Plant. The Washington Aqueduct, a division of the Baltimore District US Army Corps of Engineers, treats and distributes drinking water to Washington D.C., Arlington County VA, and Falls Church VA. The solicitation seeks to modify two wash water storage reservoirs and their supply and waste facilities at the Dalecarlia Plant to restore infrastructure reliability, address sanitary deficiencies, and support continued water filtration operations. Proposals are requested to improve the Underground Tank, Elevated Tank, supply mains and altitude valve, as well as the Backwash Recovery Pumping Station and its two centrifugal pumps.

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to provide responses to vendors' request for information, extend the bid opening date to Wednesday, 7 July 2012 at 1200pm est, provide draw ings and attachments in response to RFI answ ers please see SUMMARY OF CHANGES for details.

All other terms remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 22

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

16C. DATE SIGNED

BY 25-Jun-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DR21B0008

X 9B. DATED (SEE ITEM 11)

19-May-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer 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 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram 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 telegram or letter, provided each telegram or letter 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 NO. AS DESCRIBED IN ITEM 14.

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

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, 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.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

25-Jun-2021

CODE

USACE, BALTIMORE

2 HOPKINS PLAZA

BALTIMORE MD 21201

W912DR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DR21B0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

SUMMARY OF CHANGES

SOLICITATION:

1) PROJECT SCOPE/FEATURES/ELEMENTS: CHANGE the THIRD sentence to read as follows: “Significant major project features include, but are not limited to:”

2) PROJECT SCOPE/FEATURES/ELEMENTS, Item Number 1: ADD “CLIN 0003:” to the beginning of the FIRST sentence.

3) PROJECT SCOPE/FEATURES/ELEMENTS, Item Number 1: REPLACE sub-item “c” with “Replace the cracked overflow pipe:”

4) PROJECT SCOPE/FEATURES/ELEMENTS, Item Number 2: ADD “CLIN 0004:” to the beginning of the

5) PROJECT SCOPE/FEATURES/ELEMENTS, Item Number 3: ADD “CLIN 0001:” to the beginning of the

6) PROJECT SCOPE/FEATURES/ELEMENTS, Item Number 4: ADD “CLIN 0005:” to the beginning of the

7) PROJECT SCOPE/FEATURES/ELEMENTS, Item Number 4: REPLACE sub-item “a” with “Rehabilitate the

Altitude Valve.”

8) PROJECT SCOPE/FEATURES/ELEMENTS, Item Number 4: REPLACE sub-item “d” with “Provide backflow prevention capability by replacing downstream butterfly valve, adding an electric motor actuator, and integrating that actuator to a new flow switch to close upon detection of reverse flow.”

9) PROJECT SCOPE/FEATURES/ELEMENTS, Item Number 5: ADD “CLIN 0002:” to the beginning of the

10) PROJECT SCOPE/FEATURES/ELEMENTS: ADD Item Number 6, as follows:

“6. CLIN 0006: Provide construction services as follows for the Chlorine Building modifications:

a. Modification to existing bridge crane stops.

b. Installation of architectural components such as walls and doors.

c. Installation of an ventilation system.”

11) Section 52.211-10: CHANGE the FIRST sentence to read as follows: “The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 365 days.”

12) Section 52.211-12: CHANGE the FIRST sentence to read as follows: “If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $558.00 for each calendar day of delay until the work is complete or accepted.”

13) WAGE DETERMINATION: REPLACE this entire section with Attachment 7: Wage Determination Decision of the Secretary of Labor, dated 06/18/2021

SPECIFICATIONS:

1) Section 01 14 00 WORK RESTRICTIONS, Paragraph 1.4.2 RESTRICTIONS: ADD sentence 6.) “The Altitude

Valve, P-71, shall not be out of service at the same time as either Backwash Tank.”

2) Section 01 14 00 WORK RESTRICTIONS, Paragraph 1.4.3.2 ELEVATED BACKWASH TANK: REPLACE item “a.” with “Altitude valve rehabilitation: 5 days”

3) Section 01 14 00 WORK RESTRICTIONS, Part 1, GENERAL: ADD paragraph 1.6, DISINFECTION to read as follows: “The Contractor shall be responsible for providing disinfection of all tanks, piping, or equipment prior to placing back into service and upon completion of the respective Work. The Contractor shall coordinate disinfection activities with the Owner and adhere to all regulatory requirements associated with disinfection procedure, protection and disposal.”

4) Section 03 01 00 REHABILITATION OF CONCRETE, Paragraph 3.1 PREPARATION: ADD paragraph 3.1.3 to read as follows: “Concrete shall be cleaned to remove efflorescence and staining by means of pressure washing or mechanical methods required and approved by the Engineer and repair product manufacturer’s instructions.”

5) Section 40 95 00 PROCESS CONTROL, Paragraph 2.4.6 ELECTRIC MOTOR ACTUATOR: CHANGE the

THIRD sentence to read as follows: “The surge study shall include all scenarios (with column separation accounted for) associated with: 1st High pump direct into the WW tanks, 1st High West supply only, 1st High East supply only, 1st High East and West no pumps.

6) Section 40 95 00 PROCESS CONTROL, Paragraph 2.4.3 VALVE CONTROLLER: CHANGE the SECOND sentence to read as follows: “The controller shall provide either stand-alone operation or integration into the existing plant SCADA system via standard wired signals (4-20 mA retransmission and relays).”

7) Section 40 95 00 PROCESS CONTROL, Paragraph 2.4.5 FLOAT SWITCH: CHANGE the FIRST sentence to read as follows: “Float switch shall consist of a DPDT switch rated 5 amperes at 120VAC, encapsulated in a waterproof ball-shaped float with molden-in 3-conductor #18AWG (min) stranded copper heavy duty neoprene cord rated 300VAC.”

8) Section 40 95 00 PROCESS CONTROL, Paragraph 2.4.6 ELECTRIC MOTOR ACTUATOR: ADD two sentences at end of section to read as follows: “Scada indication switches of valve positions should be native 125VDC for indication/alarming during loss of power. Alarms should indicate after supervisory timer expires.”

9) Section 40 95 00 PROCESS CONTROL, ADD 2.5.2.2, CONTROL WIRING:

“Instrumentation Cable, Twisted Shielded Pair (TSP) for 4-20 mA DC Circuits:

For installation in the same handholes, manholes, and pullboxes with power cables: 600 V TFFN insulated #16 AWG stranded tinned copper twisted pair, with #18 AWG or larger stranded tinned copper drain wire, overall aluminum-on-mylar shield (100% coverage), with chrome PVC outer jacket, maximum outside diameter 0.30 inches. NRTL listed and suitable for installation in conduit, cable tray, and direct burial.

For installation in dedicated shielded signal cable raceways: 300 V TFFN insulated #16 AWG stranded tinned copper twisted pair, with #18 AWG or larger stranded tinned copper drain wire, overall aluminum-on-mylar shield (100% coverage), with chrome PVC outer jacket, maximum outside diameter 0.25 inches. NRTL listed and suitable for installation in conduit, cable tray, and direct burial.

Cables installed in cable tray shall be multiple TSP type with additional shield overall. Wire labels shall be provided. Crimp ferrules shall be provided.”

10) Section 26 24 13 SWITCHBOARDS, Paragraph 2.2.5.1 DIGITAL METERS: ADD item “k.” to read as follows: “All changes to protective relays must be done via Government Furnished Equipment (GFE) with cleared personnel. Any software of licenses must be provided by the Contractor.”

11) Section 26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION, Paragraph 2.7 COORDINATED

POWER SYSTEM PROTECTION: ADD two sentences at end of section to read as follows: “All changes to protective relays must be done via Government Furnished Equipment (GFE) with cleared personnel. Any software of licenses must be provided by the Contractor.”

12) Section 26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS, Paragraph 2.1

VARIABLE FREQUENCY DRIVES: ADD item “v.” to read as follows: “All changes to protective relays must be done via Government Furnished Equipment (GFE) with cleared personnel Any software of licenses must be provided by the Contractor. No TOP penetrations in control enclosures.”

13) SPECIFICATION Table of Contents: ADD SECTION 25 05 11.00 28 CYBERSECURITY FOR CIVIL

WORKS OPERATIONAL TECHNOLOGY (also attached to this amendment).

14) Section 01 14 00 WORK RESTRICTIONS, Paragraph 1.5.1: REPLACE “2019” with “2022”.

15) Section 33 71 02, Paragraph 3.6.4: Replace text with “NOT USED”.

16) Section 13 20 00 STEEL WATER STORAGE TANK REHABILITATION, Paragraph 3.1 EXECUTION:

REPLACE Paragraph 3.1 in its entirety to read as follows:

“3.1 Repair Work Summary

3.1.1 Repair Welding

After the initial abrasive blast cleaning, any pits defined for pit welding by the CONTRACTOR and agreed to by the ROICC shall be repaired by welding. All areas of apparent seam deterioration shall be initially abrasive blast cleaned, and any seam corrosion or undercut defined by the CONTRACTOR and agreed to by the ROICC shall be repaired by arc-gouging or grinding the deteriorated weld seam and welding. Any areas of extensive metal loss or holes in the tank identified by the CONTRACTOR and agreed to by the ROICC shall be repaired by welding a patch plate, the same thickness as the tank over the area. Edges of holes shall be ground smooth prior to installation of the patch plate. No patch plate shall be smaller than 6 in. in diameter. Edges of the patch plate shall lap no less than 2 in. from the edge of a hole. Corners on the patch plate shall be rounded to 2

in. radius minimum or the plates shall be circular. All exposed edges of the patch plates shall be ground to 1/16 in. radius minimum. The plates shall be installed in accordance with API 653. Patch plates shall be a minimum of 3 in. from existing weld seams, or if an existing weld seam must be overlapped the patch plate shall be rectangular with radiused corners and extend a minimum of 6 in. beyond the existing weld seam. The patch plates shall be welded all around with continuous fillet welds. All welds shall be multi-pass welds.

Note the tank is likely to be thin in the areas of the patch plates, and as such attachment welds and the weld procedures (e.g., electrode size and heat input) should account for this likelihood. The cost of grinding holes, furnishing, and installing patch plates, including material cost, and welding shall be included in the base lump sum bid price for CLIN No. 1. The Contractor shall assume 30 man-hours as the basis for this item.

3.1.2 Pit Filling and Surfacing

After the initial abrasive blast cleaning, any pits, rough areas or seams defined for pit filling or surfacing by the CONTRACTOR and agreed to by the ROICC shall be filled with solventless polyamide epoxy seam sealer of the type recommended by the supplier of the interior paint system. The epoxy seam sealer shall be applied neatly and smoothly to the steel surfaces and any rough areas of the seam sealer shall be sanded smooth prior to the application of the coating system. The Contractor shall assume 3 gallons for pit filling as the basis for this item.

The cost including material cost, shall be included in the base lump sum bid price for CLIN No. 1.

3.1.3 Interior Chipping and Grinding

Any irregular surfaces defined by the CONTRACTOR and agreed to by the ROICC, including but not limited to surface protrusions, burrs, fitting scars, sharp edges or corners, weld spatter, weld overlap and rough weld beads shall be removed from all interior surfaces of the tank, including appurtenances, by chipping and/or grinding these irregular surfaces to a smooth curve. The protruding parts of lugs or brackets shall be removed and ground flush. The objective of chipping and/or grinding is to eliminate irregular surfaces to provide a surface that is sufficiently smooth for the application of a uniform thickness coating without voids and free from defects. The cost of this item shall be included in the base lump sum bid price for CLIN No. 1. The Contractor shall assume 80 man-hours as the basis for this item.

3.1.4 Balcony Drain Holes

The balcony presently holds water. The balcony shall be flooded with water and the locations needing holes shall be determined. Sufficient 1 in. diameter holes to accomplish draining shall be drilled or burned, and reamed smooth. The balcony shall then be flooded again, and more holes installed if required. The flooding and hole installation shall continue until the balcony drains sufficiently as determined by the CONTRACTOR and agreed to by the ROICC. The Contractor shall assume 30 Balcony Drain Holes as the basis for this item. The cost including material cost, shall be included in the base lump sum bid price for CLIN No. 1.

3.1.5 New Column Anchor Bolt Chairs

If selected, the CONTRACTOR shall remove the existing enclosed anchor bolt chairs and furnish and install new open chairs for the eight (8) anchor bolts (2 anchor bolts per column). The new anchor bolt chairs shall be as shown in Drawing. The anchor bolt tolerances shall be in accordance with AWWA D100. The existing chair plates shall be removed and any remains ground flush. The sequence of existing anchor bolt chair removal and new anchor bolt chair installation shall be such that the structural integrity of the tank is maintained. The removal of the enclosed anchor bolt chairs and furnishing and installation of new open anchor bolt chairs shall be included in the base lump sum bid price for CLIN No. 1. The Contractor shall assume 8 New Column Anchor Bolt Chairs as the basis for this item.”

17) Section 01 14 00 WORK RESTRICTIONS, Paragraph 1.6.2: ADD Item “7.)” to read as follows: “Contractor to coordinate with Owner and Contractor related to sequencing associated with the Spring Valley electrical project.”

18) Section 01 11 00 SUMMARY OF WORK, Paragraph 1.1.1, Backwash Recovery Pump Station, REMOVE last phrase “; and (future) modification of HVAC system.”

DRAWINGS:

1) Plate 37, ELECTRICAL SCHEMATIC DIAGRAMS: Sheet is re-issued as part of this Amendment. Please see attached.

2) Plate 34, UBT LEVEL SENSOR AND CONDUIT ROUTING PLAN, KEY NOTES: ADD Key Note 3 to read as follows:

“REQUEST THE RTU-M9 INPUT DETAILS FOR THE UBT OVERFLOW SWITCH CONNECTION

FROM USACE AND PROVIDE AN ISOLATION RELAY OR SURGE PROTECTION DEVICE AT THE

RTU-M9 FIELD WIRING TERMINALS TO PROTECT THE RTU-M9 HARDWARE FROM OVER-

VOLTAGES FROM THE UBT OVERFLOW SWITCH AND WIRING OUTSIDE THE BUILDING.

SUBMIT SURGE PROTECTION DEVICE OR ISOLATION RELAY PRODUCT DATA TO USACE FOR

APPROVAL.”

3) Plate 6, DETAILS CIVIL: Note on C-104 to be revised to:

“6" - 9" GROUTED RIPRAP STONES ON TOP OF NON-WOVEN GEOTEXTILE FABRIC PER SECTION

31 00 00 EARTH WORK”

4) Plate 14, ELEVATED BACKWASH TANK BACK VIEW: Remove dashed outline and callout for Note 1 on riser column.

5) Plate 20, UNDERGROUND BACKWASH TANK INTERIOR MODIFICATION PLAN: ADD to Note 4:

“DISINFECT THROUGHOUT INTERIOR OF TANK”

6) Plate 27, E-105, SITE PLAN, DUCT BANK DETAILS & SECTIONS, ADD General Note: “6.

CONTRACTOR TO COORDINATE WITH OWNER REGARDING SPRING VALLEY PROJECT

SEQUENCING REGARDING POWER SUPPLY”

GENERAL:

Questions and Answers: Attached to this amendment are Questions and Answers dated JUNE 24, 2021.

ATTACHMENTS:

1) Reissued Plate 37, Sheet E-115, Electrical Schematic Diagrams. Dated 6/21/2021

2) SECTION 25 05 11.00 28 CYBERSECURITY FOR CIVIL WORKS OPERATIONAL TECHNOLOGY

3) Questions and Answers dated JUNE 24, 2021

4) Appendix-A_TIC-Report_10-25-17

5) Dalecarlia Backwash Drawing “40 11-2 1-229 Manhole 1”

6) Dalecarlia Backwash Drawing “Dechlor_Manhole”

7) Wage Determination Decision of the Secretary of Labor, dated 06/18/2021

SECTION 00 01 10 - TABLE OF CONTENTS

The following have been modified:

BID SCHEDULE

PRICE SCHEDULE

CLIN Description Amount

0001 All costs associated with Elevated Backwash Tank #2

All costs associated with Miscellaneous Valve Replacement

All costs associated with Underground Backwash Tank #1

All costs associated with Backwash Recovery Pump Station

0005 All costs associated with Altitude Valve Modifications

0006 All costs associated with Chlorine Building Electrical Room

Grand Total $

SECTION 00 10 00 - SOLICITATION

The required response date/time 07-Jul-2021 12:00 PM has been added.

The contractor period of performance end date has increased by 107 days from 258 days to 365 days.

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 365 days.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $558.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

SECTION 00 73 00 - SUPPLEMENTARY CONDITIONS

The following have been added by full text:

WAGE DETERMINATION 20210618

WAGE DETERMINATION DECISION

OF THE SECRETARY OF LABOR

The following wage determination will be used to conform with the requirements of the Davis-Bacon Act (40 U.S.C. 276a to 276a-

7) of the Contract Clauses*:

Decision No. DC20210002 dated 6/18/2021

* WAGE DETERMINATIONS: The provisions of the Davis-Bacon Act also apply to employees who work at off-site facilities such as batch plants, rock quarries, sand pits, and the like, which are setup exclusively to furnish material to the on-site construction site. Accordingly, contractors are required to maintain complete records on such employees. However, operations of a “commercial supplies” or “material-man” established in proximity to but not on the actual site of work prior to the opening of bids are not covered by the Act even if dedicated exclusively to the Federal project for a time. (29

CFR 5.2 (1))

General Decision Number: DC20210002 06/18/2021

Superseded General Decision Number: DC20200002

State: District of Columbia

Construction Type: Building

County: District of Columbia Statewide.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/01/2021 1 01/08/2021 2 01/15/2021 3 04/23/2021 4 05/07/2021 5 05/28/2021 6 06/04/2021 7 06/18/2021

ASBE0024-007 04/01/2021

Rates Fringes

ASBESTOS WORKER/HEAT & FROST

INSULATOR........................$ 39.27 18.67+a

Includes the application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems

a. PAID HOLIDAYS: New Year's Day, Martin Luther King Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,the day after Thanksgiving and Christmas Day provided the employee works the regular work day before and after the paid holiday.

ASBE0024-008 04/01/2021

Rates Fringes

ASBESTOS WORKER: HAZARDOUS

MATERIAL HANDLER.................$ 24.46 8.69+a

Includes preparation, wetting, stripping, removal, scrapping, vacuuming, bagging and disposing of all insulation materials, whether they contain asbestos or not, from mechanical systems

a. PAID HOLIDAYS: New Year's Day, Martin Luther King Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,the day after Thanksgiving and Christmas Day provided the employee works the regular work day before and after the paid holiday.

ASBE0024-014 04/01/2021

Rates Fringes

FIRESTOPPER......................$ 29.41 8.73+a

Includes the application of materials or devices within or around penetrations and openings in all rated wall or floor assemblies, in order to prevent the pasage of fire, smoke of other gases. The application includes all components involved in creating the rated barrier at perimeter slab edges and exterior cavities, the head of gypsum board or concrete walls, joints between rated wall or floor components, sealing of penetrating items and blank openings.

a. PAID HOLIDAYS: New Year's Day, Martin Luther King Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,the day after Thanksgiving and Christmas Day provided the employee works the regular work day before and after the paid holiday.

BRDC0001-002 05/02/2021

Rates Fringes

BRICKLAYER.......................$ 34.00 12.59

* CARP0197-011 05/01/2021

Rates Fringes

CARPENTER, Includes Drywall Hanging, Form Work, and Soft Floor Laying-Carpet..............$ 30.34 13.80

CARP0219-001 05/01/2019

Rates Fringes

MILLWRIGHT.......................$ 35.99 11.23

* CARP0441-001 05/01/2021

Rates Fringes

PILEDRIVERMAN....................$ 33.62 12.73

ELEC0026-016 11/02/2020

Rates Fringes

ELECTRICIAN, Includes Installation of HVAC/Temperature Controls........$ 48.00 20.23

ELEC0026-017 09/07/2020

Rates Fringes

ELECTRICAL INSTALLER (Sound & Communication Systems).........$ 29.05 11.39

SCOPE OF WORK: Includes low voltage construction, installation, maintenance and removal of teledata facilities (voice, data and video) including outside plant, telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, railroad communications, micro waves, VSAT, bypass, CATV, WAN (Wide area networks), LAN (Local area networks) and ISDN (Integrated systems digital network).

WORK EXCLUDED: The installation of computer systems in industrial applications such as assembly lines, robotics and computer controller manufacturing systems. The installation of conduit and/or raceways shall be installed by Inside Wiremen. On sites where there is no Inside Wireman employed, the Teledata Technician may install raceway or conduit not greater than 10 feet. Fire alarm work is excluded on all new construction sites or wherever the fire alarm system is installed in conduit. All HVAC control work.

ELEV0010-001 01/01/2021

ELEVATOR MECHANIC................$ 48.60 35.825+a+b

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Christmas Day and the Friday after Thanksgiving.

b. VACATIONS: Employer contributes 8% of basic hourly rate for 5 years or more of service; 6% of basic hourly rate for 6 months to 5 years of service as vacation pay credit.

IRON0005-005 06/01/2021

Rates Fringes

IRONWORKER, STRUCTURAL AND

ORNAMENTAL.......................$ 33.90 24.19

IRON0005-012 05/01/2021

Rates Fringes

IRONWORKER, REINFORCING..........$ 29.20 22.83

LABO0011-009 06/01/2021

Rates Fringes

LABORER: Skilled................$ 26.64 8.51

FOOTNOTE: Potmen, power tool operator, small machine operator, signalmen, laser beam operator, waterproofer (excluding roofing), open caisson, test pit, underpinning, pier hole and ditches, laggers and all work associated with lagging that is not expressly stated, strippers, operator of hand derricks, vibrator operators, pipe layers, or tile layers, operators of jackhammers, paving breakers, spaders or any machine that does the same general type of work, carpenter tenders, scaffold builders, operators of towmasters, scootcretes, buggymobiles and other machines of similar character, operators of tampers and rammers and other machines that do the same general type of work, whether powered by air, electric or gasoline, builders of trestle scaffolds over one tier high and sand blasters, power and chain saw operators used in clearing, installers of well points, wagon drill operators, acetylene burners and licensed powdermen, stake jumper,demolition.

MARB0002-004 05/02/2021

Rates Fringes

MARBLE/STONE MASON...............$ 40.81 19.43

INCLUDING pointing, caulking and cleaning of All types of masonry, brick, stone and cement EXCEPT pointing, caulking, cleaning of existing masonry, brick, stone and cement (restoration work)

MARB0003-006 05/02/2021

Rates Fringes

TERRAZZO WORKER/SETTER...........$ 31.18 12.60

MARB0003-007 05/02/2021

Rates Fringes

TERRAZZO FINISHER................$ 25.81 11.55

MARB0003-008 05/02/2021

Rates Fringes

TILE SETTER......................$ 31.18 12.60

MARB0003-009 05/02/2021

Rates Fringes

TILE FINISHER....................$ 25.81 11.55

PAIN0051-014 06/01/2020

Rates Fringes

GLAZIER

Glazing Contracts $2 million and under...........$ 28.02 12.55 Glazing Contracts over $2 million.....................$ 32.26 12.55

PAIN0051-015 06/01/2020

Rates Fringes

PAINTER

Brush, Roller, Spray and Drywall Finisher............$ 25.05 11.17

PLAS0891-005 07/01/2018

Rates Fringes

PLASTERER........................$ 29.53 6.80

PLAS0891-006 02/01/2020

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 28.82 11.68

PLAS0891-007 08/01/2016

Rates Fringes

FIREPROOFER

Handler.....................$ 16.50 4.89 Mixer/Pump..................$ 18.50 4.89 Sprayer.....................$ 23.00 4.89

Spraying of all Fireproofing materials. Hand application of Fireproofing materials. This includes wet or dry, hard or soft. Intumescent fireproofing and refraction work, including, but not limited to, all steel beams, columns, metal decks, vessels, floors, roofs, where ever fireproofing is required. Plus any installation of thermal and acoustical insulation. All that encompasses setting up for Fireproofing, and taken down. Removal of fireproofing materials and protection. Mixing of all materials either by hand or machine following manufactures standards.

PLUM0005-010 08/01/2020

PLUMBER..........................$ 44.92 19.91+a

a. PAID HOLIDAYS: Labor Day, Veterans' Day, Thanksgiving Day and the day after Thanksgiving, Christmas Day, New Year's Day, Martin Luther King's Birthday, Memorial Day and the Fourth of July.

PLUM0602-008 08/01/2020

Rates Fringes

PIPEFITTER, Includes HVAC Pipe Installation................$ 44.14 22.64+a

a. PAID HOLIDAYS: New Year's Day, Martin Luther King's Birthday, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day and the day after Thanksgiving and Christmas Day.

ROOF0030-016 07/01/2019

Rates Fringes

ROOFER...........................$ 30.25 13.24

SFDC0669-002 04/01/2021

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 36.95 24.12

SHEE0100-015 11/01/2020

Rates Fringes

SHEET METAL WORKER (Including HVAC Duct Installation)..........$ 42.67 21.33+a

a. PAID HOLIDAYS: New Year's Day, Martin Luther King's Birthday, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day and Christmas Day

SUDC2009-003 05/19/2009

LABORER: Common or General......$ 13.04 2.80

LABORER: Mason Tender - Cement/Concrete..................$ 15.40 2.85

LABORER: Mason Tender for pointing, caulking, cleaning of existing masonry, brick, stone and cement structures (restoration work); excludes pointing, caulking and cleaning of new or replacement masonry, brick, stone and cement.................$ 11.67

POINTER, CAULKER, CLEANER,

Includes pointing, caulking, cleaning of existing masonry, brick, stone and cement structures (restoration work); excludes pointing, caulking, cleaning of new or replacement masonry, brick, stone or cement...........................$ 18.88

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

(End of Summary of Changes)

WASHINGTON AQUEDUCT DIVISION NAME:

DATE DESCRIPTION BY

DRAWING NUMBER PLATE

SCALE: DATE:

DESIGNED BY:

CAD BY:

CHECKED BY:

U.S. ARMY ENGINEER DISTRICT, BALTIMORE

CORPS OF ENGINEERS

BALTIMORE, MARYLAND

US Army Corps

SHEET:AS SHOWN

R.V.

R.V.

REV

ELECTRICAL

WASHINGTON AQUEDUCT

DALECARLIA WATER TREATMENT PLANT, WASHINGTON, D.C.

BACKWASH WATER TANKS IMPROVEMENTS

E-115

OCTOBER 2018

A.Z.

of Engineers

ELECTRICAL SCHEMATIC

DIAGRAMS

40.33-01-E-115

NOTES:

1. EXISTING PLC PANEL DPS RTU M8 AND M9 SHALL BE MODIFIED TO ACCOMMODATE NEW I/Os AND TO PROVIDE MONITORING FOR THE DEVICES SHOWN. DIGITAL OUTPUTS (DO) SHALL INCLUDE INTERPOSING RELAYS WITH DRY CONTACTS RATED FOR 120VAC.

2. SCHEMATIC WIRING DIAGRAMS ARE GENERIC IN NATURE. MANUFACTURER SHALL PROVIDE ALL NECESSARY COMPONENTS

REQUIRED FOR PROPER OPERATION AND INTERFACE WITH SCADA SYSTEM.

3. CONTRACTOR SHALL INCLUDE ALL CONTROL/SIGNAL CABLES AND CONDUITS AS REQUIRED BY APPROVED SHOP DRAWINGS.

4. CONTRACTOR SHALL PROVIDE AND INSTALL CONTROL PANEL LCP-F FOR REVERSE FLOW SWITCH INTERFACE WITH P51 ISOLATION BUTTERFLY VALVE ACTUATORS, AV-71 ALTITUDE VALVE CONTROLLER, AND PLANT SCADA PANEL DPS-RTU-M9. THE PANEL SHALL

INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING COMPONENETS:

- 15A, 1P, 120V CIRCUIT BREAKER

- "RESET" PUSH BUTTON

- 120VAC COIL RELAY WITH THREE (3) N.O. 120VAC/DC, 5 AMP RATED CONTACTS (CR-FL)

- 120VAC COIL TIME DELAY ON RELAY WITH ONE (1) INSTANTANEOUS N.O. 120VAC/DC, 5 AMP RATED CONTACT AND (1) TIME DELAY

ON ADJUSTABLE (0-20 SEC) 120VAC, 5AMP RATED CONTACT (TR-F)

- REVERSE FLOW INDICATING LIGHT

SEE SCHEMATIC WIRING DIAGRAM 3 ON THIS DRAWING FOR WIRING DETAILS.

5. CONTRACTOR SHALL PROVIDE AND INSTALL A 15 AMP, 1 P CIRCUIT BREAKER IN PANELBOARD PP-ROW A. THE BREAKER SHALL BE

OF THE SAME MANUFACTURER AND HAVE THE SAME AIC RATING AS THE PANELBOARD.

6. CONTRACTOR SHALL PROVIDE AND INSTALL REVERSE FLOW SWITCH WITH 120VAC, 2A RATED CONTACT. CONTACT SHALL CLOSE

UPON REVERSE FLOW DETECTION. SEE SPEC 409500 FOR FLOW SWITCH DETAILS.

7. ALTITUDE VALVE CONTROLLER SHALL BE SUPPLIED BY VENDOR IN A NEMA 4X ENCLOSURE CONTAINING 24VDC POWER SUPPLY

FOR THE VALVE CONTROLLER

8. DRY CONTACT SHALL BE RATED FOR 125VDC.

9. DRY CONTACT SHALL BE RATED FOR 120VAC.

ISOLATION BUTTERFLY

VALVE ACTUATOR

CP-P51-1

12 #14 IN

1.25" C.OPEN

POSITION

CLOSE

POSITION

FAULT

SPARES

SPARES

REMOTE

CALL TO OPEN

PANELBOARD

PP-ROW A

CKT. 20,22,24

L1

L2

L3

N

4 #12 & 1 #12

GND IN 1" C. OPEN

POSITION (DI)

CLOSE

POSITION (DI)

FAULT (DI)

REMOTE

CALL TO OPEN

(DO)

(NOTE 9)

DPS RTU M8

(NOTE 1)

4 #12 & 1 #12

GND IN 1" C.

L1 L2 L3 N

VALVE P-51 ACTUATOR SCHEMATIC

SCALE: NONE

E-115

VALVE P-51 DISCONNECT

DS-P51-1

ALTITUDE VALVE

CONTROLLER

VC-A71-1

(BY VENDOR)

UPSTREAM

PRESSURE

(AI)

DOWNSTREAM

PRESSURE

(AI)

ALTITUDE VALVE

POSITION

(AI)

PP-ROW A

CKT. 36

20A, 1P

2 #12 & 1 #12 GND

IN 1" C.

UPSTREAM

PRESSURE

DOWNSTREAM

PRESSURE

ALTITUDE

VALVE

POSITION

FAULT

(NOTE 8)

DPS RTU M9

(NOTE 1)

120V, 1PH,

60HZ

1 STP #16

IN 1"C.

POSITION

TRANSMITTER

ZT-AV71-1

1 STP #16

IN 1"C.+

SHLD

UPSTREAM

PRESSURE

TRANSMITTER

PT-AV71-1

1 STP #16

IN 1"C.

DOWNSTREAM

PRESSURE

TRANSMITTER

PT-AV71-2

3 STP #16 IN

1.25" C.+

SHLD

SHLD

SHLD

SHLD

SHLD

6 #14 IN 1" C.FAULT

(DI)

2 #12 & 1 #12

GND IN 3/4" C.

CLOSING

SOLENOID

VALVE

SV-AV71-1

CLOSING

SOLENOID

VALVE

SV-AV71-2

2 #12 & 1 #12

GND IN 3/4" C.

ALTITUDE VALVE CONTROLLER SCHEMATIC

SCALE: NONE

E-115

208/120V, 3PH, 4W

60HZ

CONTROL PANEL

LCP-F

(NOTE 4)

2 #12 & 1 #12 GND

IN 1" C.120V,

1PH,

60HZ

REVERSE FLOW SWITCH

FSH-R

(NOTE 6)

2 #14 IN 3/4" C. REVERSE FLOW

DETECTED

(NOTE 4)

120V

1PH

2 #14 IN 3/4" C.

ISOLATION BUTTERFLY

VALVE ACTUATOR

CP-P51-1

2 #14 IN 3/4" C.

ALTITUDE WAVE

CONTROLLER

VC-A7-1

2 #14 IN 3/4" C.

PLANT SCADA PANEL

DS-RTU-M9

CR-FSH-R

CR-FSH-R

TR-F

INSTANTANEOUS

CONTACT

CONTROL PANEL LCP-F WIRING DIAGRAM

SCALE: NONE

E-115

TR-F

INSTANTANEOUS

TO SCADA

DPS-RTU-M9

CR-FL

TO VC-A71-1

CR-FL

TO CP-P51-1

PP-ROW A

15A, 1P

(NOTE 5)

120VAC, 1PH, 60HZ

PANELBOARD PP-ROW A

LEGEND:

- PANEL TERMINAL

REVERSE FLOW

INTERFACE

REVERSE FLOW

INTERFACE

REVERSE FLOW

INTERFACE

(DI)

15A 1P

REVERSE FLOW

DETECTOR RELAY

REVERSE FLOW

DETECTOR LATCH

RELAY

REVERSE FLOW

DETECTOR LIGHT

0 08/26/19 ORIGINAL DOCUMENTS, ISSUED FOR CONSTRUCTION A.Z.

GND

N

G

GND

REMOTE

CALL TO CLOSE

REMOTE

CALL TO CLOSE

(DO)

(NOTE 9)

REVERSE FLOW

INTERLOCK

FROM LCP-F

24VDC

POWER

SUPPLY

(NOTE 7)

SPARES

SPARES REVERSE FLOW

INTERLOCK

FROM LCP-F

N

GND

L

CR-FL

TR-F

CR-FL

RESET

A

LT-FL

FSH-R

TIMER DELAY ON

TR-F

150mA

150mA

150mA

250mA

250mA

250mA

250mA

TR-F

1 06/21/21 BACKWASH VALVE WIRING DIAGRAMS CHANGES A.Z.

TIME DELAY ON

(0-20 SEC)

NOTC

(0-20 SEC)

SECTION 25 05 11.00 28

CYBERSECURITY FOR CIVIL WORKS OPERATIONAL TECHNOLOGY

06/24/2021

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. This section covers the cybersecurity requirements for Operational Technology (OT) in order to verify and deliver components to the Project in an Interim Secure State (ISS).

b. ISS is achieved when the cybersecurity risk for the OT is known and the system has been verified to be technically and physically secure to an acceptable risk tolerance during the installation phase.

c. The requirements of this SECTION apply to the following Specifications SECTIONS:

1.2 REFERENCES

The publications listed below form a part of this section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 25-1-113 USACE Critical Infrastructure

Cybersecurity Mandatory Center of Expertise

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD Directive 8100.02 (2004) Use of Commercial Wireless Devices, Services, and Technologies in the Department of Defense (DoD) Global Information Grid (GIG)

DOD Directive 8140.01 (2015) Cyberspace Workforce Management

DOD 8500.01 (2014) Cybersecurity

DOD 8510.01 (2014; Change 1-2016) Risk Management Framework (RMF) for DoD Information Technology (IT)

DOD 8570.01-M (2005; Change 4, 2015) Information Assurance Workforce Improvement Program

NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (NIST)

NIST FIPS 140-2 (2001) Security Requirements for Cryptographic Modules

NIST SP 800-37 (2018; Revision 2) Risk Management

Framework for Information Systems and Organizations

NIST SP 800-53 (2013; Revision 4) Security and Privacy

Controls for Federal Information Systems and Organizations

NIST SP 800-82 (2015; Revision 2) Guide to Industrial

Control Systems (ICS) Security

U.S. ARMY (DA)

DA AR 25-2 (2019) Army Cybersecurity

DA PAM 25-2-6 (2019)Cybersecurity Training and Certification Program

DA PAM 25-2-9 (2019)Wireless Security Standards

DA PAM 25-2-13 (2019)Army Identity, Credential, and

Access Management and Public Key Infrastructure Implementing Instruction

DA PAM 25-2-14 (2019)Risk Management Framework for Army

Information Technology

FEDERAL SPECIFICATION

FF-P-2827A Padlock, Key Operated, General Field Service

NAVAL FACILITIES ENGINEERING SERVICE CENTER (NFESC)

UG-2045-SRH DoD Lock Program - User's Guide on

Controlling Locks, Keys and Access Cards

1.3 SUBMITTALS

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

USACE Critical Infrastructure Cybersecurity Mandatory Center of Expertise(UCIC-MCX)review is required for submittals with a "CS" designation; submittals having an "I" designation are for information only. Designation following the "G", "CS", or "I" designation identifies the office that will review the submittal for the Government. Submit in accordance with SECTION 1-3-1 SUBMITTAL REQUIREMENTS:

SD-01 Preconstruction Submittals

Account Level Permissions List (Encrypted); G, CS Sensitive Data Protection Plan (Encrypted); G, CS Operational Technology / Control Systems Acceptable Use Policy; G, CS

SD-02 Shop Drawings

Network Diagram (Encrypted); G, CS System Data Flow Diagram (Encrypted); G, CS

SD-03 Product Data

Pre-Construction Software List (Encrypted); G, CS Pre-Construction Hardware List (Encrypted); G, CS Complete Software List (Encrypted); G, CS Complete Hardware List (Encrypted); G, CS Ports, Protocols, and Services List (Encrypted); G, CS Certificate Protection Status (Encrypted); G, CS Backup Software (Encrypted); I, CS

SD-05 Design Data

Network Configuration Files (Encrypted); G, CS Deviations List (Encrypted); G, CS

SD-06 Test Reports

SCAP Tool Scan (Encrypted); G, CS STIG Veiwer Checklists (Encrypted); G, CS Antivirus/Antimalware Scan (Encrypted); G, CS

SD-07 Certificates

Contractor Personnel Qualifications; G, CS

SD-11 Closeout Submittals

Vulnerability Resolution Report (Encrypted); G, CS Comprehensive Password/Passphrase List (Encrypted); G, CS Comprehensive Account List (Encrypted); G, CS Initial Backups (Encrypted); G, CS BIOS/UEFI Protection Password/Passphrase List (Encrypted); G, CS

1.3.1 Encrypted Submittal Requirements

a. The submission process and authorized recipients for submittals specified as "Encrypted" must be provided at the Pre-Work meeting.

b. Encrypted submittals must be sent via DoD SAFE https://safe.apps.mil/ If DoD SAFE is not available, Contractor must have a prior approval from the UCIC for using similar method of submittal.

c. Data for encrypted submittals is sensitive and must be protected by the Contractor. Contractor must only disclose sensitive information to those who need to know. Sensitive information must not be stored on shared storage systems. Spreadsheets must be password protected. Submit a list of individuals authorized to access the sensitive information and a Sensitive Data Protection Plan (encrypted).

1.3.2 Submittals of Lists

Contractor must submit the following using a Government-provided template.

Templates will be provided to the Contractor upon request after Notice to Proceed.

a. Pre-Construction Software List.

b. Pre-Construction Hardware List.

c. Complete Software List.

d. Complete Hardware List.

e. Ports, Protocols, and Services List.

f. Comprehensive Password/Passphrase List.

g. Comprehensive Account List.

h. BIOS Protection Password/Passphrase List.

i. Certificate Protection Status List.

j. Deviation List.

k. Operational Technology / Control System Acceptable Use Policy

1.4 DEFINITIONS

1.4.1 Architecture Type: The level of interconnectivity of an Operational Technology (OT) is a foundational criterion used when determining the priority of a system. The more connectivity capability, the higher the likelihood that the system can be compromised through a cyber-attack. There are three main types of interconnection: no interconnection (OT Product, OT Subsystem), closed restricted network connection (OT Closed Restricted System), and interconnected (OT Restricted Interconnected System and OT Connected System).

1.4.2 Boundary Defense: When Operational Technology (OT) information travels outside the physical boundary, the information flow must be protected against outside threats. Firewalls should be used to isolate networks and protect data flow by restricting unnecessary traffic, both inbound and outbound. Traffic flows should also be encrypted using a VPN. Intrusion Detection should be used to alert on malicious or unauthorized traffic. For Operational Technology (OT) that requires information flow between the control network to an external boundary, e.g. Hydrology Reports, the connection will be protected using a data diode or unidirectional gateway instead of a firewall for additional protection.

1.4.3 BIOS: Basic Input/Output System. Fundamental system firmware used to boot and initialize system.

1.4.4 CCI: Control Correlation Identifier. The Control Correlation Identifier (CCI) provides a standard identifier and description for each of the singular, actionable statements that comprise an IA control or IA best practice. CCI bridges the gap between high-level policy expressions and low-level technical implementations. CCI allows a security requirement that is expressed in a high-level policy framework to be decomposed and explicitly associated with the low-level security setting(s) that must be assessed to determine compliance with the objectives of that specific security control. This ability to trace security requirements from their origin (e.g., regulations, Information Assurance frameworks) to their low-level implementation allows organizations to readily demonstrate compliance to multiple Information Assurance compliance frameworks. CCI also provides a means to objectively rollup and compare related compliance assessment results across disparate technologies.

1.4.5 CI: Critical Infrastructure. CI is defined as, "Systems & assets, whether physical or virtual, so vital to the United States that the incapacity or destruction of such systems and assets would have a debilitating impact on security, national economic security, national public health or safety, or any combination of those matters (Critical Infrastructures Protection Act of 2001)."

1.4.6 Cybersecurity Function: A cybersecurity function is further defined as a user that is authorized (and therefore, trusted) to perform security-relevant functions that ordinary users are not authorized to perform. Examples of these activites include, but not limited to, creating/modifying user accounts, configuring auditing levels, configuring functionality of a device that is restricted from general users, network architecture…

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