B.08.02 Solicitation 23Q0034.pdf

SEE ADDENDUM

(No Collect Calls)

W912EF23Q0034 31-Jul-2023

b. TELEPHONE NUMBER

509-527-7217

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 22 Aug 2023

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA X ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W912EF9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

ALAN N INGLIS

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

1 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.X

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESS

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

USAED, WALLA WALLA - CONTRACTING DIV.

ALAN INGLIS

201 N. THIRD AVENUE

WALLA WALLA WA 99362-1876

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 960401 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

ARMY CORPS OF ENGINEERS

PERFORMANCE SPECIALIST

MCNARY PROJECT WHSE

82790 DEVORE ROAD

UMATILLA OR 97882-1230

TEL: 541-922-1355 FAX: 541-922-2221

FAX:

TEL: 509-527-7217 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

1,250

NAICS:

333996

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

X

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF98

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W912EF23Q0034

Section SF 1449 - CONTINUATION SHEET

INSTRUCTIONS TO OFFERORS

This is a request for quote for Navigation Lock Downstream Sump (Mechanical Parts) in accordance with the technical specifications for the U.S. Army Corps of Engineers, Walla Walla District, at McNary Dam, Umatilla, OR.

Completion of the required FAR 52.212-3, Offeror Representations and Certifications – Commercial Items is required. When you complete your SAM registration, the link to complete your Representations and Certifications is also available. Please do not hesitate to contact Alan Inglis, or the SAM website for assistance or have questions.

TO ENSURE RECEIPT OF YOUR QUOTE, PLEASE SEND TO THE ATTENTION OF ALAN INGLIS

AT alan.n.inglis@usace.army.mil .

Please return all pages of this request for quote. Be sure to also complete Blocks 17a, 30a, 30b, and 30c on page 1.

Name: _____________________________________________________________

Contact Telephone Number: ____________________________________________

Email Address: __________________________________________________________________

Company’s Federal Tax Identification Number: ____________________________________________

CAGE CODE: ________________________ SAM Unique ID: ________________________________

Total Amount of Contract: ____________________________

Completion of FAR 52.212-3 Offeror Representations and Certifications–Commercial Items – Alternate 1 (May 2014). Electronic completion is encouraged (see http://farsite.hill.af.mil to download Representations and Certifications).

An offeror shall complete only paragraph (b) of this provision if the offeror has completed the annual representations and certifications electronically via https://www.acquisition.gov. If an offeror has not completed the annual representations and certifications electronically at www.sam.gov, the offeror shall complete only paragraphs (b) through (i) of this provision.

In accordance with FAR Part 29.3 – State and Local Taxes, and per Title 4 of US Code 104-107, the Government is exempt from paying state and local taxes. Exempt tax identification number 91-0828090.

ADDENDUM TO FAR 52.212-1 INSTRUCTIONS TO OFFERORS – COMMERCIAL ITEMS

Submission of Price Quote – Offeror shall submit 1 copy of the following:

1. Signed and dated Standard Form 1449 (Solicitation/Contract/Order for Commercial Items)

2. Signed and dated Standard Form 30, if applicable, for any Amendments to the Solicitation

3. Completed schedule (pricing information) for all contract line-item numbers

4. Completed Clause 52.212-3 Alt I, “Offeror Representations and Certifications—Commercial Items” as noted above.

PRICES QUOTED MUST BE VALID FOR 30 DAYS. Solicitation shall result in a firm-fixed-price contract.

All pricing shall include shipping FOB destination (include shipping cost in price).

BUSINESS HOURS: The standard business hours for the Walla Walla District, Corps of Engineers are

Monday through Friday from 8:00 a.m. to 4:00 p.m., excluding federal holidays.

BASIS FOR AWARD

The Government will award one contract resulting from this solicitation in accordance with FAR 13.106 to the responsible offeror meeting or exceeding all solicitation requirements and representing the best value based on price.

Bidder Inquiry:

All inquiries regarding this solicitation are to be submitted via Bidder Inquiry. Telephone and email inquiries will not be accepted. Bidder Inquiry is a web-site that allows bidders to post questions regarding the solicitation and view all questions by other bidders and responses by USACE. Bidder Inquiry can be accessed through ProjNet at (https://www.projnet.org)

To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email. Another email to the same address will notify the prospective vendor once the reply is available for viewing.

TIMING OF BIDDER INQUIRIES: Bidders are encouraged to submit their bidder inquiries promptly. The Government will make every effort to answer all bidder inquiries; however, the closer to the bid or proposal due date an inquiry is received, the less likely it is that a timely response can be provided. Projnet for this inquiry will close 4:00 pm on 16 February 2023; even though, the close date to submit quotes is after this date.

The Bidder Inquiry Key is: PQ2KX4-9YA7VU

Specific Instructions for ProjNet Bid Inquiry Access:

1. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

2. Identify the Agency. This should be marked as USACE.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Email. Enter the email address you would like to use for communication.

5. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

6. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

7. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Instructions for Entering Questions:

1. After you are logged in click on the "post new inquiry", it is on the left side of the window under the Word "Submit" a.) This is the window where you will enter your questions b.) Comment Classification: Click on the down arrow to the right of the words “Please select from below”, select “Public” c.) Discipline: This is where you select who this question should be directed to. Example; if the question is about an electrical drawing or specification select: “Electrical” from the pull down list.

d.) Sheet. Enter the sheet number of the drawing you are asking about.

e.) Detail. Enter the detail name of the detail shown on the drawing that you are asking about.

f.) Specification. Enter the Specification number and paragraph number.

g.) File. Use this if you are going to attach a pdf file.

h.) Question. Enter your question here.

Specific Instructions for Future ProjNet Bid Inquiry Access:

1. For future access to ProjNet, you will not be provided any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. From the ProjNet home page linked above, click on Quick Add on the upper right side of the screen.

3. Identify the Agency. This should be marked as USACE.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Email. Enter the email address you used to register previously in ProjNet.

6. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

7. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

For questions about the ProjNet Bidder Inquiry, please contact the Call Center help desk toll free at 1-800-428- HELP, which operates from 8AM to 5PM (Central US time zone). Bidder inquiry help questions can also be emailed to the helpdesk at staff@projnet.info

TECHNICAL SPECIFICATIONS

TECHNICAL SPECIFICATIONS

MCNARY LOCK AND DAM

NAVIGATION LOCK DOWNSTREAM SUMP (MECHANICAL)

1.0 INTENT

The following specifications pertain to the purchase of mechanical items that will be used to upgrade the pumping capability for the unwatering, dewatering, and air systems in the downstream sump at the Navigation Lock. McNary Project staff will install the items listed below.

2.0 SCOPE

The Contractor shall be required to deliver the mechanical items to McNary Dam by the date shown in Section 12.0 Delivery Requirements. The Contractor shall provide documentation and other items as stated in the specifications.

3.0 MECHANICAL ITEM REQUIREMENTS

3.1 Suction lift pump for dewatering system.

3.1.1 Brand Name: HCP Pumps America.

3.1.2 Model Description: 10” suction lift pump, 1175 GPM @ 82 THD, 50 HP Motor, Model P-10, Self-Priming.

3.1.3 Stainless Steel impeller and wear plates.

3.1.4 326T adjustable base frame for motor.

3.1.5 Pump and Motor direct coupled.

3.1.6 Delivered as complete skid of pump, motor, and base frame.

3.1.7 Quantity of ONE (1) pump each.

3.2 Spare rotating assembly for suction lift pump.

3.2.1 Quantity of ONE (1) job complete rotating assembly with stainless steel impeller.

3.3 Spare parts kit for suction lift pump.

3.3.1 Quantity of ONE (1) job of manufacturers recommended spare parts.

3.3.1.1 Pump Inlet Check Valve, Pivot Caps, Hex Cap Screws and Lock Washers.

3.3.1.2 Clean Out Cover Gasket.

3.3.1.3 Fill Cover Plate Gasket.

3.3.1.4 Wear Plate Assembly and O-Ring.

3.3.1.5 Relief Valve.

3.4 Vertical Turbine Type pumps for unwatering system.

3.4.1 Brand Name: Gould’s Water Technology

3.4.2 Model Description: Vertical Turbine Type, 250 GPM @ 75 THD, Column and Bowl Assembly length equals 188”. Open Lineshaft with Threaded Column Pipe.

3.4.3 Model No: Gould’s Water Technology VIT-DITM 9AWHC, Two Stage, 7.5 HP 1770 RPM, 3PH/60Hz/230/460V.

3.4.4 Suction strainer to be 304L stainless steel.

3.4.5 All wetted surfaces shall be coated with Skotchkote 134, Fusion Epoxy, 12 mils thick.

3.4.6 Delivered as completely assembled pump. Motors and suction strainers shipped on separate skid.

3.4.7 Quantity of THREE (3) pumps each.

3.5 Spare parts for Vertical Turbine Type pumps.

3.5.1 Quantity of ONE (1) kit of recommended factory spare parts for one pump assembly.

3.5.1.1 Pump Suction Bearing, 1.50” ID x 1.87” OD x 6” Long, P/N A854 1618. ONE (1) each.

3.5.1.2 Pump Intermediate Bearing, 1.50” ID x 1.87” OD x 2.50” Long, P/N B3637 1618. ONE (1) each.

3.5.1.3 Pump Discharge Bearing, 1.50” ID x 1.87” OD x 3.75” Long, P/N A855 1618. ONE (1) each.

3.5.1.4 Pump Impeller, 10RAHC/9WAHC SS 6.38” Diameter, P/N B03547BDCN2227P. TWO (2) each.

3.5.1.5 Line Shaft Coupling, 1” Diameter Threads, P/N IE112 2265. TWO (2) each.

3.5.1.6 Quantity of ONE (1) kit.

3.6 Spare shaft packing sets for Vertical Turbine Type pumps.

3.6.1 Quantity of THREE (3) shaft packing ring sets. Each placed in protective packaging.

3.7 Elbow, 90 Degree, Flanged with Base, Ductile Iron, Class 125.

3.7.1 4” IPS.

3.7.2 Straight Standard Base.

3.7.3 Meet material requirements of ASTM A536.

3.7.4 Galvanized in accordance with ASTM-A153 or ASTM-F2329/2329M.

3.7.5 Dimensions meet requirements of ASME B16.1, B16.42, and ANSI AWWA C110/A21.10.

3.7.6 Quantity of TWO (2) flanged 90-degree elbows with base.

3.8 Gasket Kit, Flange. 4” Pipe

3.8.1 Premium Nitrile full face gaskets. Fasteners - Stainless steel meeting the mechanical property requirements of ASTM F593, Group 2 (S316), Condition CW. Stainless steel heavy hex nuts meeting the mechanical property requirements of ASTM F594, Group 2 (S316), Condition CW, with galling reducing coating.

3.8.2 Quantity of Six (6) flange gasket and fastener kits.

3.9 Gasket Kit, Flange. 6” Pipe

3.9.1 Premium Nitrile full face gaskets. Fasteners - Stainless steel meeting the mechanical property requirements of ASTM F593, Group 2 (S316), Condition CW. Stainless steel heavy hex nuts meeting the mechanical property requirements of ASTM F594, Group 2 (S316), Condition CW,

3.9.2 Quantity of Ten (10) flange gasket and fastener kits.

3.10 Gasket Kit, Flange. 10” Pipe

3.10.1 Premium Nitrile full face gaskets. Fasteners - Stainless steel meeting the mechanical property requirements of ASTM F593, Group 2 (S316), Condition CW. Stainless steel heavy hex nuts meeting the mechanical property requirements of ASTM F594, Group 2 (S316), Condition CW,

3.10.2 Quantity of Twenty (20) flange gasket and fastener kits.

3.11 WeldOLet, Forged Steel, Class 3000.

3.11.1 1” socket weld branch end connection.

3.11.2 4” IPS run pipe size.

3.11.3 Reducing Size – Inside reduction = 1.049”.

3.11.4 Meet material requirements of ASTM A182, XS.

3.11.5 Dimensions meet requirements of ASME B16.11 and MSS SP-97.

3.11.6 Quantity of THREE (3) forged steel weld-o-lets.

3.12 Spud, Welding, Stainless Steel, Class 1000.

3.12.1 1” NPT threaded branch end connection.

3.12.2 10” IPS run pipe size, Schedule 10S.

3.12.3 Spud includes a pilot.

3.12.4 Meet material requirements of ASTM A182, F304.

3.12.5 Dimensions meet requirements of ASME B1.20.1 and MSS SP-114.

3.12.6 Quantity of THREE (3) stainless steel welding spuds.

3.13 Elbowlet, Stainless Steel, Class 1000.

3.13.1 1” NPT threaded branch end connection.

3.13.2 10” IPS run pipe size, Schedule 10S.

3.13.3 Weld to long radius 90 Degree elbow.

3.13.4 Meet material requirements of ASTM A182, F304.

3.13.5 Dimensions meet requirements of ASME B1.20.1 and MSS SP-97.

3.13.6 Quantity of TWO (2) stainless steel welded elbowlets.

3.14 Valve, Gate, 10”.

3.14.1 10” IPS, Roll Grooved end connections. Working Pressure 250 PSIG

3.14.2 Outside Stem & Yoke. Manual handwheel operated.

3.14.3 Body: Ductile Iron conforming to ASTM A536, Grade 65-45-12.

3.14.4 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

Gasketed Mechanical Coupling (GMC).

3.14.5 Resilient Seat.

3.14.6 Fusion bonded epoxy coated inside/outside to AWWA C550.

3.14.7 Quantity of TWO (2) valves each.

3.15 Valve, Check, 10”.

3.15.1 10” IPS, Roll Grooved end connections.

3.15.2 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

Gasketed Mechanical Coupling (GMC).

3.15.3 Resilient-seat spring return swing check for horizontal installation.

3.15.4 Body and Disc material: Stainless steel conforming to ASTM A351 Grade CF8M.

3.15.5 Seat material: Nitrile.

3.15.6 Shaft/Spring material: 17-4PH stainless steel conforming to ASTM A564.

3.15.7 Remaining material: 316 stainless steel.

3.15.8 Drain holes, TWO (2) 1/2" NPT, one hole each side of the seat.

3.15.9 Quantity of One (1) rebuild maintenance kit.

3.15.10 Quantity of TWO (2) valves each.

3.16 Valve, Gate, 6”.

3.16.1 6” IPS, Roll Grooved end connections. Working Pressure 250 PSIG.

3.16.2 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

Gasketed Mechanical Coupling (GMC).

3.16.3 Outside Stem & Yoke. Manual handwheel operated.

3.16.4 Body: Ductile Iron conforming to ASTM A536, Grade 65-45-12.

3.16.5 Resilient Seat.

3.16.6 Fusion bonded epoxy coated inside/outside to AWWA C550.

3.16.7 Quantity of TWO (2) valves each.

3.17 Valve, Check, 4”.

3.17.1 4” IPS, Roll Grooved end connections.

3.17.2 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

Gasketed Mechanical Coupling (GMC).

3.17.3 Resilient-seat spring return swing check for horizontal installation.

3.17.4 Body and Disc material: Stainless steel conforming to ASTM A351 Grade CF8M.

3.17.5 Seat material: Nitrile.

3.17.6 Shaft/Spring material: 17-4PH stainless steel conforming to ASTM A564.

3.17.7 Remaining material: 316 stainless steel.

3.17.8 Drain holes, TWO (2) 1/2" NPT, one hole each side of the seat.

3.17.9 Quantity of THREE (3) valves each.

3.18 Valve, Ball, 4”.

3.18.1 4” IPS, Roll Grooved end connections.

3.18.2 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

Gasketed Mechanical Coupling (GMC).

3.18.3 90 Degree Open/Shut service only. Manually operated with enamel painted carbon steel handle, stamped carbon steel integral locking device.

3.18.4 Body/End Cap material: Stainless steel, CF8M.

3.18.5 Ball material: 316 stainless steel.

3.18.6 Seat material: (RTFE) Reinforced polytetrafluorethylene.

3.18.7 Seal material: Fluoroelastomer

3.18.8 Quantity of FIVE (5) valves each.

3.19 Valve, Combination Air, Val-Matic, Model 201C.2.

3.19.1 1” IPS, Single body.

3.19.2 Operate as air release and air/vacuum valve.

3.19.3 Body/Cover/Baffle material: Stainless steel, ASTM A351, Grade CF8M.

3.19.4 Trim material: 316 stainless steel.

3.19.5 Comply with AWWA C512.

3.19.6 Seal material: EPDM

3.19.7 Quantity of ONE (1) valve each.

3.20 Valve, Air/Vacuum, Vertical Pump, Val-Matic, Model 101ST.

3.20.1 1” IPS inlet and outlet.

3.20.2 Regulate exhaust of air and surges on pump start-up.

3.20.3 Dual Port Throttling Device: Adjustable for exhaust air. Unrestricted independent air vacuum port during shut down.

3.20.4 Body/Cover material: Stainless steel, ASTM A351, Grade CF8M.

3.20.5 Trim material: 316 stainless steel.

3.20.6 Comply with AWWA C512.

3.20.7 Quantity of TWO (2) valves each.

3.21 Valve, Ball, Threaded, Two Piece.

3.21.1 1” IPS, FNPT end connections. 1,000 PSI CWP

3.21.2 90 Degree Open/Shut service only. Manually operated handle with locking device.

3.21.3 Body/Ball material: 316 Stainless steel.

3.21.4 Port Size: Full.

3.21.5 Seat material: (PTFE) Polytetrafluorethylene.

3.21.6 Quantity of TEN (10) valves each.

3.22 Valve, Gate, Threaded.

3.22.1 1” IPS, Non-Rising Stem, FNPT end connections, Class 200.

3.22.2 Manually operated.

3.22.3 Body/Gate material: 316 Stainless steel.

3.22.4 Packing material: (PTFE) Polytetrafluorethylene Plastic.

3.22.5 Quantity of FIFTEEN (15) valves each.

3.23 Pipe, Stainless Steel, Schedule 10S.

3.23.1 10” IPS. Wall thickness 0.165”.

3.23.2 Meet requirements of ASTM A312/A312M, Grade 304, UNS# S30400.

3.23.3 Dimensions meet requirements of ASME B36.19M.

3.23.4 Seamless.

3.23.5 Quantity of ONE (1) twenty-foot length pipe.

3.24 Pipe, Stainless Steel, Schedule 10S.

3.24.1 6” IPS. Wall thickness 0.134”.

3.24.2 Meet requirements of ASTM A312/A312M, Grade 304L, UNS# S30400.

3.24.3 Dimensions meet requirements of ASME B36.19M.

3.24.4 Seamless.

3.24.5 Quantity of TWO (2) twenty-foot length pipes. 40 feet total.

3.25 Pipe, Stainless Steel, Schedule 10S.

3.25.1 1” IPS. Wall thickness 0.109”.

3.25.2 Meet requirements of ASTM A312/A312M, Grade 304, UNS# S30400.

3.25.3 Dimensions meet requirements of ASME B36.19M.

3.25.4 Seamless.

3.25.5 Quantity of TEN (10) twenty-foot length pipes. 200 feet total.

3.26 Pipe, Stainless Steel, Schedule 40S.

3.26.1 2” IPS. 2.375” OD x wall thickness 0.154”.

3.26.2 Meet requirements of ASTM A312/A312M, Grade 304, UNS# S30400.

3.26.3 Dimensions meet requirements of ASME B36.19M.

3.26.4 Seamless.

3.26.5 Quantity of TWENTY (20) feet of 2” stainless-steel pipe in one continuous length.

3.27 Pipe, Stainless Steel, Schedule 40S.

3.27.1 1-1/2” IPS. 1.900” OD x wall thickness 0.145”.

3.27.2 Meet requirements of ASTM A312/A312M, Grade 304, UNS# S30400.

3.27.3 Dimensions meet requirements of ASME B36.19M.

3.27.4 Seamless.

3.27.5 Quantity of TWENTY-FIVE (25) twenty-foot length pipes. 500 feet total.

3.28 Pipe, Stainless Steel, Schedule 40S.

3.28.1 1” IPS. 1.315” OD x wall thickness 0.133”.

3.28.2 Meet requirements of ASTM A312/A312M, Grade 304, UNS# S30400.

3.28.3 Dimensions meet requirements of ASME B36.19M.

3.28.4 Seamless.

3.28.5 Quantity of THREE (3) twenty-foot length pipes. 60 feet total.

3.29 Pipe, Stainless Steel, Schedule 80S.

3.29.1 1” IPS. 1.315” OD x wall thickness 0.179”.

3.29.2 Meet requirements of ASTM A312/A312M, Grade 304, UNS# S30400.

3.29.3 Dimensions meet requirements of ASME B36.19M.

3.29.4 Seamless.

3.29.5 Quantity of TWELVE (12) feet in one continuous length.

3.30 Pipe, Steel, Schedule 80.

3.30.1 1” IPS. 1.315” OD x wall thickness 0.179”.

3.30.2 Meet requirements of ASTM A106.

3.30.3 Seamless.

3.30.4 Quantity of TWELVE (12) feet in one continuous length.

3.31 Bar, Round, Stainless Steel.

3.31.1 3/4” Diameter x 12’ Long.

3.31.2 Meet requirements of ASTM A276.

3.31.3 Annealed.

3.31.4 Material: 304. UNS S30400.

3.31.5 Quantity of TWELVE (12) feet in one continuous length.

3.32 Bar, Flat, Stainless Steel.

3.32.1 3/8” Thick x 6” Wide x 6” Deep.

3.32.2 Meet requirements of ASTM A276.

3.32.3 Annealed.

3.32.4 Material: 304. UNS S30400.

3.32.5 Quantity of SIX (6) stainless steel square flat bars.

3.33 Bar, Flat, Stainless Steel.

3.33.1 3/8” Thick x 3” Wide x 12’ Long.

3.33.2 Meet requirements of ASTM A276.

3.33.3 Annealed.

3.33.4 Material: 304. UNS S30400.

3.33.5 Quantity of TWO (2) length of stainless-steel flat bar. 24 feet total.

3.34 Bar, Flat, Stainless Steel.

3.34.1 3/8” Thick x 2” Wide x 6-1/2” Long.

3.34.2 Meet requirements of ASTM A276.

3.34.3 Annealed.

3.34.4 Material: 304. UNS S30400.

3.34.5 Quantity of THIRTY (30) each.

3.35 Bar, Flat, Stainless Steel.

3.35.1 1/4” Thick x 2” Wide x 12’ Long.

3.35.2 Meet requirements of ASTM A276.

3.35.3 Annealed.

3.35.4 Material: 304. UNS S30400.

3.35.5 Quantity of THREE (3) each.

3.36 Elbow, 90 Degree, Stainless Steel, Class 150.

3.36.1 1-1/2” IPS.

3.36.2 Socket weld connections.

3.36.3 Meet material requirements of ASTM A351, 304 Grade CF-8.

3.36.4 Dimensions meet requirements of MSS-SP-114.

3.36.5 Quantity of FIFTEEN (15) Socket Weld 90 Degree elbows.

3.37 Elbow, 90 Degree, Stainless Steel, Class 150.

3.37.1 1” IPS.

3.37.2 Socket weld connections.

3.37.3 Meet material requirements of ASTM A351, 304 Grade CF-8.

3.37.4 Dimensions meet requirements of MSS-SP-114.

3.37.5 Quantity of TEN (10) Socket Weld 90 Degree elbows.

3.38 Elbow, 90 Degree, Stainless Steel, Class 150.

3.38.1 1” IPS.

3.38.2 Threaded end connections.

3.38.3 Meet material requirements of ASTM A351, 304 Grade CF-8.

3.38.4 Dimensions meet requirements of MSS-SP-114 and ASME B1.20.1.

3.38.5 Quantity of SEVEN (7) Threaded 90 Degree elbows.

3.39 Elbow, 45 Degree, Stainless Steel, Class 150.

3.39.1 1-1/2” IPS.

3.39.2 Socket weld connections.

3.39.3 Meet material requirements of ASTM A351, 304 Grade CF-8.

3.39.4 Dimensions meet requirements of MSS-SP-114.

3.39.5 Quantity of TEN (10) Socket Weld 45 Degree elbows.

3.40 Tee, Stainless Steel, Class 150.

3.40.1 1-1/2” IPS.

3.40.2 Socket weld connections.

3.40.3 Meet material requirements of ASTM A351, 304 Grade CF-8.

3.40.4 Dimensions meet requirements of MSS-SP-114.

3.40.5 Quantity of TEN (10) Socket Weld Tees.

3.41 Coupling, Reducer, Stainless Steel, Class 150.

3.41.1 2” FNPT x 1-1/2” FNPT.

3.41.2 Threaded end connections.

3.41.3 Meet material requirements of ASTM A351, 304 Grade CF-8.

3.41.4 Dimensions meet requirements of MSS-SP-114 and ASME B1.20.1.

3.41.5 Quantity of SIX (6) Threaded Reducer Couplings.

3.42 Tee, Stainless Steel, Class 150.

3.42.1 1” IPS.

3.42.2 Threaded end connections.

3.42.3 Meet material requirements of ASTM A351, 304 Grade CF-8.

3.42.4 Dimensions meet requirements of MSS-SP-114 and ASME B1.20.1.

3.42.5 Quantity of FIVE (5) Threaded Tees.

3.43 Coupling, Straight, Stainless Steel, Class 1000.

3.43.1 1-1/2” IPS.

3.43.2 Socket weld connections.

3.43.3 Meet material requirements of ASTM A182, F304.

3.43.4 Dimensions meet requirements of MSS-SP-114 and ASME B16.11.

3.43.5 Quantity of THIRTY (30) Socket Weld Straight Couplings.

3.44 Coupling, Straight, Stainless Steel, Class 1000.

3.44.1 1” IPS.

3.44.2 Threaded end connections.

3.44.3 Meet material requirements of ASTM A182, F304.

3.44.4 Dimensions meet requirements of MSS-SP-114 and ASME-B1.20.1.

3.44.5 Quantity of FIVE (5) Threaded Straight Couplings.

3.45 Union, 3 Piece, Straight, Stainless Steel, Class 1000.

3.45.1 1-1/2” IPS.

3.45.2 Socket weld connections.

3.45.3 Meet material requirements of ASTM A182, F304.

3.45.4 Dimensions meet requirements of MSS-SP-114, ASME B1.20.1 and B16.11.

3.45.5 Threads conforming to Class 2A/2B Fit.

3.45.6 Quantity of SIX (6) Socket Weld 3 Piece Unions.

3.46 Union, 3 Piece, Straight, Stainless Steel, Class 1000.

3.46.1 1” IPS.

3.46.2 Threaded end connections.

3.46.3 Meet material requirements of ASTM A182, F304.

3.46.4 Dimensions meet requirements of MSS-SP-114, ASME 1.20.1 and B16.11.

3.46.5 Threads conforming to Class 2A/2B Fit.

3.46.6 Quantity of THREE (3) Threaded 3 Piece Unions.

3.47 Insert, Reducer, Straight, Stainless Steel, Class 3000.

3.47.1 1-1/2” (1.900”) OD x 1” (1.340”) ID.

3.47.2 Socket weld connections.

3.47.3 Meet material requirements of ASTM A182, F304.

3.47.4 Dimensions meet requirements of MSS-SP-79.

3.47.5 Quantity of TEN (10) Socket Weld Reducer Inserts.

3.48 Elbow, 90 Degree, Stainless Steel, Schedule 10S.

3.48.1 10” IPS. Wall thickness 0.165”.

3.48.2 SHORT Radius Elbow. Butt weld ends.

3.48.3 Meet requirements of ASTM A403.

3.48.4 Dimensions meet requirements of ASME B36.19M, ASME B16.25 and MSS SP-43.

3.48.5 Quantity of FOUR (4) SR 90 Degree elbows.

3.49 Elbow, 90 Degree, Stainless Steel, Schedule 10S.

3.49.1 10” IPS. Wall thickness 0.165”.

3.49.2 LONG Radius Elbow. Butt weld ends.

3.49.3 Meet requirements of ASTM A403.

3.49.4 Dimensions meet requirements of ASME B36.19M, ASME B16.25 and MSS SP-43

3.49.5 Quantity of TWO (2) LR 90 Degree elbows.

3.50 Elbow, 90 Degree, Stainless Steel, Schedule 10S.

3.50.1 10” IPS. Wall thickness 0.165”.

3.50.2 THREE x RADIUS (3R) Elbow. Butt weld ends.

3.50.3 Meet requirements of ASTM A403.

3.50.4 Dimensions meet requirements of ASME B36.19M and ASME B16.25.

3.50.5 Quantity of ONE (1) 3R 90 Degree elbow.

3.51 Elbow, 45 Degree, Stainless Steel, Schedule 10S.

3.51.1 10” IPS. Wall thickness 0.165”.

3.51.2 Butt weld ends.

3.51.3 Meet requirements of ASTM A403.

3.51.4 Dimensions meet requirements of ASME B36.19M and ASME B16.25.

3.51.5 Quantity of FOUR (4) 45 Degree elbows.

3.52 Strainer, Tee Type, IPS Carbon Pipe.

3.52.1 10” IPS, Roll Grooved end connections.

3.52.2 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

Gasketed Mechanical Coupling (GMC)

3.52.3 Body, Coupling, and Cap material: Ductile Iron conforming to ASTM A536 Grade 65-45-12, with enamel coating, orange.

3.52.4 Coupling gasket material: Nitrile.

3.52.5 Basket frame and mesh material: 304 stainless steel. 6 x 6 mesh (0.041” wire) with 0.126” opening.

3.52.6 End cap has drain plug installed.

3.52.7 Quantity of ONE (1) strainer each.

3.53 Elbow, 90 Degree, Stainless Steel, Schedule 10S.

3.53.1 10” IPS. Long Radius Elbow.

3.53.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.53.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.53.4 Quantity of FIVE (5) 90 Degree elbows.

3.54 Elbow, 90 Degree, Stainless Steel, Schedule 10S.

3.54.1 6” IPS. Long Radius Elbow.

3.54.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.54.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.54.4 Quantity of SIX (6) 90 Degree Long Radius elbows.

3.55 Elbow, 90 Degree, Stainless Steel, Schedule 10S.

3.55.1 6” IPS.

3.55.2 Short Radius Elbow.

3.55.3 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.55.4 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.55.5 Quantity of SIX (6) 90 Degree Short Radius elbows

3.56 Elbow, 45 Degree, Stainless Steel, Schedule 10S.

3.56.1 10” IPS.

3.56.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.56.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.56.4 Quantity of THREE (3) 45 Degree elbows.

3.57 Elbow, 45 Degree, Stainless Steel, Schedule 10S.

3.57.1 6” IPS.

3.57.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.57.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.57.4 Quantity of TWO (2) 45 Degree elbows.

3.58 Tee, Stainless Steel, Schedule 10S.

3.58.1 10” IPS.

3.58.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.58.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.58.4 Quantity of THREE (3) Tees.

3.59 Tee, Reducing, Stainless Steel, Schedule 10S.

3.59.1 10” IPS x 10” IPS x 6” IPS.

3.59.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.59.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.59.4 Quantity of TWO (2) Reducing Tees.

3.60 Tee, Reducing, Stainless Steel, Schedule 10S.

3.60.1 6” IPS x 6” IPS x 4” IPS.

3.60.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.60.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.60.4 Quantity of TWO (2) Reducing Tees.

3.61 Reducer, Concentric, Stainless Steel, Schedule 10S.

3.61.1 6” IPS x 4” IPS.

3.61.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.61.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.61.4 Quantity of THREE (3) Concentric Reducers.

3.62 Lateral, 45 Degree, Stainless Steel, Schedule 10S.

3.62.1 6” IPS.

3.62.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.62.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.62.4 Quantity of TWO (2) 6” IPS 45 Degree Laterals.

3.63 Lateral, 45 Degree, Reducing, Stainless Steel, Schedule 10S.

3.63.1 6” IPS x 6” IPS x 4” IPS.

3.63.2 Standard: Schedule 10S, Type 304 stainless steel Roll Grooved end connections from material conforming to ASTM A403/A403M or pipe conforming to ASTM-A312/A312M.

3.63.3 Roll Groove in compliance with ANSI/AWWA C606-15 and ASTM-F1548 to fit Type 1

3.63.4 Quantity of TWO (2) 6” IPS x 6” x 4” 45 Degree Reducing Laterals.

3.64 Flange, Stainless Steel, Slip-On, Forged.

3.64.1 10” IPS.

3.64.2 Standard: Conforming to ASME-SA-182/SA-182M, Grade F304.

3.64.3 Flange dimensions conforming to ASME B16.5, Class 150.

3.64.4 Quantity of TEN (10) 10” IPS Slip-On flanges.

3.65 Adapter, Flange to Roll Grooved end connections.

3.65.1 4” IPS.

3.65.2 Designed to transition from ANSI B16.5 Class 150 flange to Roll Grooved end connections pipe.

3.65.3 Standard: Type 316 stainless steel, conforming to ASTM A351/A351M Grade CF8M.

3.65.4 Quantity of FOUR (4) 4” Flange to Roll Groove Adapters.

3.66 Coupling, Flexible, Stainless Steel.

3.66.1 6” IPS.

3.66.2 Application: Joins Schedule 10S stainless steel Roll Grooved end connections pipe, fittings, valves, and accessories.

3.66.3 In compliance with ANSI/AWWA C606-15 and ASTM-F1476 for Type 1, Class 2, Flexible and

Restrained, Gasketed Mechanical Coupling (GMC).

3.66.4 Housing: Type 316 stainless steel, conforming to ASTM A351/A351M Grade CF8M.

3.66.5 Gasket: Nitrile. Temperature range -20F to +180F.

3.66.6 Fasteners: Stainless steel oval track bolts meeting the mechanical property requirements of ASTM

F593, Group 2 (S316), Condition CW. Stainless steel heavy hex nuts meeting the mechanical property requirements of ASTM F594, Group 2 (S316), Condition CW, with galling reducing coating.

3.66.7 Quantity of SIXTEEN (16) 6” IPS Flexible Couplings.

3.67 Coupling, Flexible, Stainless Steel.

3.67.1 10” IPS.

3.67.2 Application: Joins Schedule 10S stainless steel Roll Grooved end connections pipe, fittings, valves, and accessories.

3.67.3 In compliance with ANSI/AWWA C606-15 and ASTM-F1476 for Type 1, Class 2, Flexible and

Restrained, Gasketed Mechanical Coupling (GMC).

3.67.4 Housing: Type 316 stainless steel, conforming to ASTM A351/A351M, A743, and A744 Grade

CF8M.

3.67.5 Gasket: Nitrile. Temperature range -20F to +180F.

3.67.6 Fasteners: Stainless steel oval track bolts meeting the mechanical property requirements of ASTM

F593, Group 2 (S316), Condition CW. Stainless steel heavy hex nuts meeting the mechanical property requirements of ASTM F594, Group 2 (S316), Condition CW, with galling reducing

3.67.7 Quantity of FOURTEEN (14) 10” IPS Flexible Couplings.

3.68 Coupling, Rigid, Stainless Steel.

3.68.1 4” IPS.

3.68.2 Application: Provides a rigid pipe joint to restrict axial or angular movement for Schedule 10S stainless steel Roll Grooved end connections, fittings, valves, and accessories.

3.68.3 In compliance with ANSI/AWWA C606-15 and ASTM-F1476 for Type 1, Class 1, Rigid and

Restrained, Gasketed Mechanical Coupling (GMC).

3.68.4 Housing: Type 316 stainless steel, conforming to ASTM A351/A351M, A743, and A744 Grade

CF8M.

3.68.5 Gasket: Nitrile. Temperature range -20F to +180F.

3.68.6 Fasteners: Stainless steel oval track bolts meeting the mechanical property requirements of ASTM

F593, Group 2 (S316), Condition CW. Stainless steel heavy hex nuts meeting the mechanical property requirements of ASTM F594, Group 2 (S316), Condition CW, with galling reducing

3.68.7 Quantity of EIGHT (8) 4” IPS Rigid Couplings.

3.69 Coupling, Rigid, Stainless Steel.

3.69.1 6” IPS.

3.69.2 Application: Provides a rigid pipe joint to restrict axial or angular movement for Schedule 10S stainless steel Roll Grooved end connections pipe, fittings, valves, and accessories.

3.69.3 In compliance with ANSI/AWWA C606-15 and ASTM-F1476 for Type 1, Class 1, Rigid and

Restrained, Gasketed Mechanical Coupling (GMC).

3.69.4 Housing: Type 316 stainless steel, conforming to ASTM A351/A351M, A743, and A744 Grade

CF8M.

3.69.5 Gasket: Nitrile. Temperature range -20F to +180F.

3.69.6 Fasteners: Stainless steel oval track bolts meeting the mechanical property requirements of ASTM

F593, Group 2 (S316), Condition CW. Stainless steel heavy hex nuts meeting the mechanical property requirements of ASTM F594, Group 2 (S316), Condition CW, with galling reducing

3.69.7 Quantity of TWELVE (12) 6” IPS Rigid Couplings.

3.70 Channel Strut, Stainless Steel.

3.70.1 12 Gauge. Thickness of channel metal – 0.105”.

3.70.2 Type 304 Stainless Steel.

3.70.3 1-5/8” x 1-5/8”. 7/8” opening.

3.70.4 2” center spacing on bolt slots.

3.70.5 Bolt Slots are 9/16” wide x 1-1/8” long.

3.70.6 Quantity of TWENTY (20) ten-foot-long stainless-steel channel struts.

3.71 Channel Strut, Stainless Steel.

3.71.1 12 Gauge. Thickness of channel metal – 0.105”.

3.71.2 Type 304 Stainless Steel.

3.71.3 1-5/8” x 3-1/4” back-to-back style. No holes.

3.71.4 Quantity of TWENTY (20) ten-foot-long back-to-back style channel struts.

3.72 Nut, Channel Strut, Stainless Steel, 1/2”

3.72.1 With Spring.

3.72.2 1-5/8” x 1-5/8” Strut Channel.

3.72.3 1/2” – 13 Thread Size.

3.72.4 S316 Stainless.

3.72.5 Quantity of FIVE HUNDRED (500) 1/2” Channel Nuts with Spring.

3.73 Nut, Channel Strut, Stainless Steel, 1/2”

3.73.1 No Spring.

3.73.2 1-5/8” x 1-5/8” Strut Channel.

3.73.3 1/2” – 13 Thread Size.

3.73.4 S316 Stainless.

3.73.5 Quantity of FIVE HUNDRED (500) 1/2” Channel Nuts with No Spring.

3.74 Adjustable Rod Beam Attachment.

3.74.1 304 Stainless Steel. Attaches to ceiling to allow vertical adjustment where needed for pipe hangers.

3.74.2 3/4" Threaded Rod Hole. Diameter of threaded rod hole – 11/16”.

3.74.3 Height – 3-11/16”.

3.74.4 Centerline of retaining bolt holes – 6-1/4”.

3.74.5 Overall width at ceiling attachment point – 7-3/4”.

3.74.6 Adjustment allowed for threaded rod – 2-9/16”.

3.74.7 Quantity of FOUR (4) Adjustable Rod Beam Attachment.

3.75 Flat Top Clevis Hanger, 6” Pipe.

3.75.1 304 Stainless Steel.

3.75.2 Allows for 15 Degrees movement. Will not allow pinching of the pipe during installation.

3.75.3 Quantity of FOUR (4) 6” Adjustable Standoff Clamp.

3.76 Standard Clevis Pipe Hanger, 10” Pipe.

3.76.1 304 Stainless Steel.

3.76.2 Allows for 15 Degrees movement. Will not allow pinching of the pipe during installation.

3.76.3 Quantity of FOUR (4) 10” Standard Clevis Pipe Hanger.

3.77 Cushion Clamp, 6” Pipe.

3.77.1 304 Stainless Steel.

3.77.2 Mechanically attach to 1-5/8” Channel Strut by hooking the lip of the channel. No bolting to the channel strut allowed.

3.77.3 Shoulder stud securely fastened to one clamp half. Nylon-Insert 304 stainless steel nut to retain both halves of the clamp.

3.77.4 Cushion material – thermoplastic elastomer with interlocking edges and channel locator legs.

3.77.5 Cushion opening to be at the top.

3.77.6 6.62” ID of cushion. 7.07”width of clamp. 3.6” from bottom of cushion to centerline of cushion.

8.2” from bottom of cushion to the top of the clamp halves.

3.77.7 Quantity of SIX (6) 6” Cushion Clamps for Pipe.

3.78 Cushion Clamp, 1-1/2” Pipe.

3.78.1 Stainless Steel. Attaches to 1-5/8” Channel Strut by hooking the lip of the channel. No bolting to the channel strut allowed

3.78.2 Shoulder stud securely fastened to one clamp half. Nylon-Insert 304 stainless steel nut to retain both halves of the clamp.

3.78.3 Cushion material – thermoplastic elastomer with interlocking edges and channel locator legs.

3.78.4 Cushion opening to be at the top.

3.78.5 1.9” ID of cushion. 2.3”width of clamp. 1.10” from bottom of cushion to centerline of cushion.

2.86” from bottom of cushion to the top of the clamp halves.

3.78.6 Quantity of ONE HUNDRED (100) 1-1/2” Cushion Clamps for Pipe.

3.79 Clevis Pipe Spacer.

3.79.1 304 Stainless Steel.

3.79.2 Used as a spacer to keep clevis pipe hanger from collapsing during seismic event.

3.79.3 3” Pipe.

3.79.4 Quantity of FOUR (4) 3” Clevis Pipe Spacers.

3.80 Clevis Pipe Spacer.

3.80.1 304 Stainless Steel.

3.80.2 Used as a spacer to keep clevis pipe hanger from collapsing during seismic event.

3.80.3 10” Pipe.

3.80.4 Quantity of FOUR (4) 10” Clevis Pipe Spacers.

3.81 Channel Strut Seismic Retrofit Bracket, 3/4” Rod.

3.81.1 Finish: Dura-Green.

3.81.2 Prevent Longitudinal and Transverse Loads.

3.81.3 Kit includes Bracket, Retaining Plate, and Key.

3.81.4 Quantity of TEN (10) Seismic Retrofit Brackets.

3.82 Channel Strut Two Hole Open Angle Brace, 45 Degree.

3.82.1 304 Stainless Steel.

3.82.2 7/32” x 2-5/16” x 3”.

3.82.3 Hole diameter: 9/16”. Hole centerline 1-1/16” from end of brace.

3.82.4 Quantity of TWENTY (20) Two Hole Open Angle Braces.

3.83 Channel Strut Two Hole Corner Angle Brace, 90 Degree.

3.83.1 304 Stainless Steel.

3.83.2 7/32” x 1-7/8” x 2-1/16”.

3.83.3 Hole diameter: 9/16”.

3.83.4 Quantity of TWELVE (12) Two Hole Corner Angle Braces.

3.84 Grating, Fiberglass Molded.

3.84.1 Resin Material: CORVEX Isophthalic Polyester with chemical formulations as necessary to provide the corrosion resistance, strength, and other physical properties as required.

3.84.2 Color: Yellow.

3.84.3 Depth of Grating: 1-1/2”.

3.84.4 Mesh: 1-1/2” x 1-1/2” Square, 3.8lbs per sq. ft., Open Area = 70%.

3.84.5 Slip Resistant Surfacing: Superior slip resistance shall be provided by a Meniscus Top.

3.84.6 Meet flame spread rating of 25 or less IAW ASTM-E84 Tunnel Test and self-extinguishing requirements and classified per ASTM-D635.

3.84.7 Quantity of FOUR (4) mesh grating panels 1-1/2” x 1-1/2” square x 4’ Wide x 12’ Long.

3.85 Grating, Fiberglass Molded.

3.85.1 Resin Material: CORVEX Isophthalic Polyester with chemical formulations as necessary to provide the corrosion resistance, strength, and other physical properties as required.

3.85.2 Color: Yellow.

3.85.3 Depth of Grating: 1-1/2”.

3.85.4 Mesh: 1-1/2” x 1-1/2” Square, 3.8lbs per sq. ft., Open Area = 70%.

3.85.5 Slip Resistant Surfacing: Superior slip resistance shall be provided by a Meniscus Top.

3.85.6 Meet flame spread rating of 25 or less IAW ASTM-E84 Tunnel Test and self-extinguishing requirements and classified per ASTM-D635.

3.85.7 Quantity of SIXTEEN (16) mesh grating panels 1-1/2” x 1-1/2” square x 5’ Wide x 10’ Long.

3.86 Pedestal, Adjustable, Fiberglass Molded Grating.

3.86.1 Adjustable pedestal ranging in height from 5-3/4” to 9”.

3.86.2 1/8” tabs extending into FRP walkways.

3.86.3 Base diameter between 8” and 9”.

3.86.4 Depth of Grating: 1-1/2”.

3.86.5 Slope Compensation: 0” to ½” per foot slope compensation (0 to 4%).

3.86.6 Quantity of ONE HUNDRED EIGHTY (180) Adjustable Pedestals.

3.87 Kit, Brace, Adjustable.

3.87.1 Brace kits for Adjustable Pedestals.

3.87.2 Length: Range from 11-3/4” to 36”. Pedestal Spacing.

3.87.3 Includes fastening hardware to connect adjustable pedestals and lock adjustable brace in place.

3.87.4 Quantity of EIGHTY (80) Adjustable Brace Kits.

3.88 Saddle Clip for Restraining Fiberglass Molded Grating.

3.88.1 Type M2 Saddle Clip.

3.88.2 Material: 316 Stainless Steel.

3.88.3 Quantity of THREE HUNDRED (300) Type M2 Saddle Clips.

3.89 Self-Tapping Screw.

3.89.1 Dimensions: 2” long, #10 Screw Size, .190” thread width, extra wide head 0.448”.

3.89.2 Material: 316 Stainless Steel.

3.89.3 Quantity of FIVE HUNDRED (500) Self-Tapping Screws.

3.90 Cap Screw, Hex.

3.90.1 Dimensions: 1/2-13 x 1”. ASME B18.2.1, Fully Threaded

3.90.2 Material and Mechanical Properties: ASTM-F593, 304, Condition CW.

3.90.3 Thread Requirements: ASME B1.1, UNC, Class 2A.

3.90.4 Finish: ASTM-A380/A380M.

3.90.5 Head Marking: Manufacturer ID and F593C.

3.90.6 Quantity of ONE HUNDRED (100) of 1/2-13 x 1”.

3.91 Cap Screw, Hex.

3.91.1 Dimensions: 1/2-13 x 1-1/4”, ASME B18.2.1, Fully Threaded.

3.91.2 Material and Mechanical Properties: ASTM-F593, 304, Condition CW.

3.91.3 Thread Requirements: ASME B1.1, UNC, Class 2A.

3.91.4 Finish: ASTM-A380/A380M.

3.91.5 Head Marking: Manufacturer ID and F593C.

3.91.6 Quantity of ONE HUNDRED (100) of 1/2-13 x 1-1/4”.

3.92 Cap Screw, Hex.

3.92.1 Dimensions: 1/2-13 x 1-1/2”. ASME B18.2.1, Fully Threaded

3.92.2 Material and Mechanical Properties: ASTM-F593, 304, Condition CW.

3.92.3 Thread Requirements: ASME B1.1, UNC, Class 2A.

3.92.4 Finish: ASTM-A380/A380M.

3.92.5 Head Marking: Manufacturer ID and F593C.

3.92.6 Quantity of ONE HUNDRED (100) of 1/2-13 x 1-1/2”.

3.93 Nut, Hex.

3.93.1 Dimensions: 1/2-13. ASME B18.2.2.

3.93.2 Material and Mechanical Properties: ASTM F594C, 304.

3.93.3 Thread Requirements: ASME B1.1, UNC, Class 2B.

3.93.4 Finish: ASTM-A380/A380M.

3.93.5 Head Marking: Manufacturer ID and per ASTM-F594.

3.93.6 Quantity of THREE HUNDRED (300) of 1/2-13 Hex Nuts.

3.94 Nut, Hex.

3.94.1 Dimensions: 3/4-10. ASME B18.2.2.

3.94.2 Material and Mechanical Properties: ASTM -F594D.

3.94.3 Thread Requirements: ASME B1.1, UNC, Class 2B.

3.94.4 Finish: ASTM-A380/A380M.

3.94.5 Head Marking: Manufacturer ID and per ASTM-F594.

3.94.6 Quantity of ONE HUNDRED (100) of 3/4-10 Hex Nuts.

4.0 OPERATION AND MAINTENANCE DATA REQUIREMENTS FOR ITEMS 3.1 AND 3.4 ONLY:

4.1 SUBMISSION OF OPERATION AND MAINTENANCE DATA

Submit Operation and Maintenance (O&M) Data specifically applicable to this contract and a complete and concise depiction of the provided equipment, product, or system, stressing and enhancing the importance of system interactions, troubleshooting, and long-term preventative maintenance and operation. The subcontractors shall compile and prepare preliminary O&M data and deliver to the Contractor prior to the training of Government personnel. Compile and prepare both a draft version and a final version of aggregate O&M data including clarifying and updating the original sequences of operation to as-built conditions. Organize and present information based on the O&M Data Package called out in the individual technical specifications and in sufficient detail to clearly explain O&M requirements at the system, equipment, component, and subassembly level. Include an index preceding each submittal.

4.1.1 PACKAGE QUALITY

Documents must be fully legible. Operation and Maintenance data must be consistent with the manufacturer's standard brochures, schematics, printed instructions, general operating procedures, and safety precautions. Poor quality copies and material with hole punches obliterating the text or will not be accepted.

4.1.2 PACKAGE CONTENT, TYPES, AND NUMBER OF COPIES

Data package content shall be as shown in the paragraph LIST AND SCHEDULE OF O&M DATA PACKAGE ITEMS below. Comply with the data package requirements specified in the individual technical sections, including the content of the packages and addressing each product, component, and system designated for data package submission, except as follows. Commissioned items without a specified data package requirement in the individual technical sections shall use Data Package 3. Different Data Package items are required for each O&M

Data Submittal. These items are detailed in the tables under paragraph LIST AND SCHEDULE OF O&M DATA PACKAGE ITEMS below. O&M Data types are defined as follows:

a. Final O&M Data - Within 30 calendar days after final approval of all draft submissions of all O&M data requirements, submit five (5) Final Operation and Maintenance Manuals and Parts Catalogs (HC) copies for approval, for each type and class of equipment. If the final O&M Manuals are "Returned for Correction," four (4) of the five (5) sets of manuals will be returned to the Contractor with all submitted final binders. The final submittal, after corrections, shall consist of five (5) copies of the approved O&M Manuals. If final O&M Manuals are "Approved," the Government will retain all five (5) copies and return a signed ENG Form 4025 to the Contractor.

4.1.3 Changes to Submittals

Manufacturer-originated changes or revisions to submitted data shall be furnished by the Contractor if a component of an item is so affected after acceptance of the O&M Data. Changes, additions, or revisions required by the Government for final acceptance of submitted data, shall be submitted by the Contractor within 30 calendar days of the notification of this change requirement.

4.1.4 Electronic Copies

Assemble data packages into electronic Operation and Maintenance Manuals. Assemble each manual into a composite electronically indexed file using the most current version of Adobe Acrobat or similar software capable of producing PDF file format. Provide compact disks (CD) or data digital versatile disk (DVD) as appropriate, so that each one contains operation, maintenance and record files, project record documents, and training videos.

Include a complete electronically linked operation and maintenance directory. Page numbering, indexing and the marking out of irrelevant parts shall be consistent with hard copies of the O&M Manuals. All documents shall be "Read Only." Label all CDs with the following information:

1. Name of project.

2. Contract number.

3. Name and address of Contractor.

4. Specific item or materials covered by the manual.

5. Date of submittal.

4.1.4.1 Organization

Bookmark Product and Drawing Information documents using the current version of CSI Masterformat numbering system, and arrange submittals using the specification sections as a structure. Use CSI Masterformat and UFGS numbers along with descriptive bookmarked titles that explain the content of the information that is being bookmarked.

4.1.4.2 Hard Copies

The final O&M submission shall be an assembly of all draft copies and other data required. The submittal shall consist of as many binders as required with a maximum thickness per binder of three (3) inches.