R16PS00508-Amend_1_COMPLETE.pdf

(x)

R16PS00508

x x

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 ACKNOWLEDGEMENT 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.

x

Boise ID 83706-1234 1150 N. Curtis Road, Ste. 100

R10

Acquisition Management Division Regional Office Pacific Northwest Region Bureau of Reclamation

08/04/2016000001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

08/02/2016

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

A. Project Title: Grand Coulee Fire Station, Grand Coulee Dam, Washington

B. The hour and date for receipt of bids remains September 1, 2016 at 3:00PM MT

C. Acknowledgment: See block 11 above regarding how to acknowledge this amendment. The acknowledgment must be received at the place designated for receipt of bids (see block 8 of

"Solicitation, Offer and Award" Standard Form 1442).

D. Bid Modification: See block 11 above if you have submitted your bid and now desire to modify or withdraw it.

Continued ...

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

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

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

Rebecca L. Thomson

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 2

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

R16PS00508/000001

E. Third Party: If you have given your copy of the solicitation to someone else, please forward this amendment accordingly.

NOTE: The following changes are hereby incorporated into the solicitation. Single-sided replacement pages are provided following this

Standard Form 30 and changes/additions are shown in red text. Bidders who have prepared 2-sided copies of the solicitation may wish to attach the one-sided revised pages to the original version in order to preserve the reverse side of the original page.

F. In Section C, Specifications and Drawings, the following pages are added under Division 21 05

00: Pages 21 05 00-1 thru 21 05 00-6

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Solicitation No. R16PS00508 Grand Coulee Fire Station

Amendment No. 001

Common Work Results for Fire Suppression 21 05 00 - 1

SECTION 21 05 00

COMMON WORK RESULTS FOR FIRE SUPPRESSION

PART 1 GENERAL

1.01 PAYMENT

A. Include in lump sum price offered for the Grand Coulee Power Office Fire Station.

1.02 SUMMARY

A. Related Requirements: Section 01 81 13, Sustainable Design Requirements, for applicable Guiding Principle Compliance Requirements as assessed through GBCI-NC 2009 Compliance Path.

1.03 GUIDING PRINCIPLE COMPLIANCE THROUGH GBCI-NC 2009

COMPLIANCE PATH

A. This Project is targeting Guiding Principle Compliance through GBCI-NC 2009 Compliance Path. It is the Contractor’s responsibility to familiarize themselves with this program, to determine which points in the system that are relevant for this Project are influenced by their work, and to meet the requirements of those sections for this Project. Review Section 01 81 13, Sustainable Design Requirements, for Low-Emitting Materials, and Recycled Content submittal requirements.

1.04 DESCRIPTION

A. Section includes pipe, fittings, valves, and connections for sprinkler systems.

B. Related Sections:

1. Section 01 88 15, Anchorage and Bracing: Execution requirements for seismic bracing of fire suppression piping and equipment.

2. Section 03 10 00, Concrete Forming and Accessories: Execution requirements for inserts and sleeves specified by this section.

3. Section 09 91 00, Exterior and Interior Painting.

4. Section 21 13 13, Wet-Pipe Sprinkler Systems.

5. Section 28 31 00, Fire Detection, Alarm, and Mass Notification System.

6. Drawings and general provisions as they apply to this section.

C. Areas/Building to be Protected by Sprinkler System: Entire Building.

21 05 00 - 2

1.05 REFERENCES

A. The following is a list of standards which may be referenced in this section:

1. American Society of Mechanical Engineers (ASME):

a. B16.1, Cast Iron Pipe Flanges and Flanged Fittings.

b. B16.11, Forged Steel Fittings - Socket-Welding and Threaded.

c. B16.25, Buttwelding Ends.

d. B16.3, Malleable Iron Threaded Fittings.

e. B16.4, Gray Iron Threaded Fittings.

f. B16.5, Pipe Flanges and Flanged Fittings.

g. B16.9, Factory-Made Wrought Steel Buttwelding Fittings.

h. B36.10M, Welded and Seamless Wrought Steel Pipe.

2. American Welding Society (AWS):

a. A5.8, Specification for Filler Metals for Brazing and Braze

Welding.

b. D1.1, Structural Welding Code - Steel.

3. American Water Works Association (AWWA):

a. C110, American National Standard for Ductile-Iron and Grey-Iron

Fittings, 3 in. through 48 in. (75 mm through 1200 mm), for Water and Other Liquids.

b. C111, American National Standard for Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings.

c. C151, American National Standard for Ductile-Iron Pipe, Centrifugally Cast, for Water.

4. ASTM International (ASTM):

a. A53/A53M, Standard Specification for Pipe, Steel, Black and

Hot-Dipped, Zinc-Coated, Welded and Seamless.

b. A135, Standard Specification for Electric-Resistance-Welded

Steel Pipe.

c. A234/A234M, Standard Specification for Piping Fittings of

Wrought Carbon Steel and Alloy Steel for Moderate and High Temperature Service.

d. A795/A795M, Standard Specification for Black and Hot-Dipped Zinc-Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use.

e. B251, Standard Specification for General Requirements for Wrought Seamless Copper and Copper-Alloy Tube.

5. National Fire Protection Association (NFPA):

a. 13, Installation of Sprinkler Systems.

b. 14, Standard for the Installation of Standpipe, Private Hydrants and Hose Systems.

c. 20, Installation of Stationary Fire Pumps for Fire Protection.

d. 25, Standard for the Inspection, Testing and Maintenance of

Water Based Fire Protection Systems.

21 05 00 - 3

1.06 SUBMITTALS

A. Refer to Section 01 33 00, Submittals.

B. RSN 21 05 00-1, Shop Drawings: Indicate pipe materials used, jointing methods, supports, floor, and wall penetration seals. Indicate installation, layout, weights, mounting and support details, and piping connections.

C. RSN 21 05 00-2, Product Data: Submit manufacturer’s catalog information.

Indicate valve data and ratings.

D. RSN 21 05 00-3, Manufacturer’s Certificate: Certify products meet or exceed specified requirements.

E. RSN 21 05 00-4, Project Record Documents: Record actual locations of components and tag numbering.

F. RSN 21 05 00-5, Operation and Maintenance Data: Submit spare parts lists.

1.07 QUALITY ASSURANCE

A. Perform Work in accordance with NFPA 13 and State of Washington standards.

B. Provide certificates for all welds.

C. Electrical Components, Devices and Accessories: Listed and labeled according to NFPA 70 and in strict accordance with listed location and application.

D. Comply with all necessary federal, state, and local AHJ requirements.

E. Plans, specifications, codes, and standards are minimum requirements. Where project requirements are different, apply the more stringent.

1.08 QUALIFICATIONS

A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum 3 years’ documented experience, and with service facilities within 100 miles of Project.

B. Installer: Company specializing in performing Work of this section with minimum 3 years’ documented experience approved by manufacturer.

C. Fire protection contractor shall hold a valid Fire Sprinkler License in the State of Washington.

21 05 00 - 4

1.09 PREINSTALLATION MEETINGS

A. Refer to Section 01 31 19, Project Meetings.

B. Convene minimum 1 week prior to commencing work of this section.

1.10 DELIVERY, STORAGE, AND HANDLING

A. Section 01 60 00, Product Requirements: Product storage and handling requirements.

B. Deliver and store valves in shipping containers, with labeling in place.

C. Furnish cast iron and steel valves with temporary protective coating.

D. Furnish temporary end caps and closures on piping and fittings. Maintain in place until installation.

1.11 WARRANTY

A. Product warranties and product bonds.

1.12 EXTRA MATERIALS

A. Spare parts and maintenance products.

PART 2 PRODUCTS

2.01 GENERAL

A. Or equal products shall meet the salient characteristics identified herein for that product.

2.02 VALVES

A. See Section 21 13 13, Wet-Pipe Sprinkler Systems.

2.03 ABOVEGROUND PIPING

A. See Section 21 13 13, Wet-Pipe Sprinkler Systems.

PART 3 EXECUTION

3.01 PREPARATION

A. Ream pipe and tube ends. Remove burrs.

B. Remove scale and foreign material, from inside and outside, before assembly.

C. Prepare piping connections to equipment with flanges or unions.

21 05 00 - 5

3.02 INSTALLATION

A. Install piping in accordance with NFPA 13 for sprinkler systems, NFPA 14 for standpipe and hose systems, and NFPA 24 for service mains.

B. Route piping in orderly manner, plumb and parallel to building structure.

Maintain gradient.

C. Install piping to conserve building space, to not interfere with use of space and other work.

D. Group piping whenever practical at common elevations.

E. Install pipe sleeve at piping penetrations through partitions, walls, and floors.

Seal pipe and sleeve penetrations to maintain fire resistance equivalent to fire separation.

F. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment.

G. Pipe Hangers and Supports:

1. Install in accordance with NFPA 13 and NFPA 14.

2. Install hangers with minimum 1/2-inch (15-mm) space between finished covering and adjacent work.

3. Place hangers within 12 inches (300 mm) of each horizontal elbow.

4. Use hangers with 1-1/2-inch (40-mm) minimum vertical adjustment.

Design hangers for pipe movement without disengagement of supported pipe.

5. Support vertical piping at every floor. Support riser piping independently of connected horizontal piping.

6. Where installing several pipes in parallel and at same elevation, provide multiple or trapeze hangers.

7. Coat exposed steel hangers and supports per Section 09 91 00, Exterior and Interior Painting. Hangers and supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not considered exposed.

8. Design and install seismic supports per Section 01 88 15, Anchorage and Bracing, as required by NFPA 13.

H. Slope piping and arrange systems to drain at low points. Install eccentric reducers to maintain top of pipe level.

I. Prepare pipe, fittings, supports, and accessories for finish painting. Where pipe support members are welded to structural building framing, scrape, brush clean, and apply one coat of zinc rich primer to welding. Refer to Section 09 91 00, Exterior and Interior Painting.

J. Do not penetrate building structural members unless indicated.

21 05 00 - 6

K. Where more than one piping system material is specified, install compatible system components and joints. Install flanges, union, and couplings at locations requiring servicing.

L. Die cut threaded joints with full cut standard taper pipe threads with red lead and linseed oil or other nontoxic joint compound applied to male threads only.

M. Install valves with stems upright or horizontal, not inverted. Remove protective coatings after installation.

N. Install gate or butterfly valves for shutoff or isolating service.

O. Install drain valves at main shutoff valves, low points of piping and apparatus.

3.03 INTERFACE WITH OTHER PRODUCTS

A. Inserts:

1. Install inserts for placement in concrete forms.

2. Install inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams.

3. Install hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches (100 mm).

4. Where concrete slabs form finished ceiling, locate inserts flush with slab surface.

3.04 CLEANING

A. Final cleaning.

B. Clean entire system after other construction is complete.

END OF SECTION