129JGP20B0001 - A00006 - RFIs - Round 4.pdf

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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.

15C. DATE SIGNED

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

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

A00006

GREGORY L. CUNNINGHAM

129JGP20B0001 - Sequoia NF SO Construction - Amendment A00006

The purpose of this solicitation amendment is to post the documents detailed on page 2, SF30 continuation page.

USDA FOREST SERVICE

NEVADA CITY CA 95959

631 COYOTE STREET

ATTN: GREGORY CUNNINGHAM

R5 CENT-CAL ACQ SERV AREA CCASA

ALL INTERESTED VENDORS 129JGP20B0001

1 8

09/09/2020

08/05/2020

AMENDMENT OF SOLICITAITON/MODIFICATION OF CONTRACT PAGE NO. 2

CONTINUATION PAGE

CONTRACT NO:

129JGP20B0001

ORDER NO:

AMENDMENT NO:

A00006

14. DESCRIPTION OF AMENDMENT/MODIFICATION (CONTINUED)

STANDARD FORM 30 (CONTINUATION)

A. The purpose of this solicitation amendment is to incorporate changes as follows;

a. The following documents shall be included in any resultant awarded contract;

i. 129JGP20B0001 - RFI Official Responses - RFIs 9-2+ - Round 4

ii. 129JGP20B0001 - Addendum 6 - 09_09_2020

iii. Drawing - A84 CEILING DETAILS

B. All other terms, conditions, provisions, and clauses remain unchanged.

///////////////////////////////////////////////LAST ITEM//////////////////////////////////////////////////

FOR OFFICIAL USE ONLY

REQUEST FOR INFORMATION (RFI) OFFICIAL RESPONSES

(All RFI’s submitted on 9/2/2020 & After – Round 4)

129JGP20B0001 - Sequoia NF SO Construction

RFI responses will be responded to as necessary in amendment format which will be posted to the solicitation via beta.SAM.gov

Telephone requests for information will not be accepted or returned.

RFI #1 – RFI #2 –The following door opening mark numbers have hardware set numbers listed on the door schedule that contradict their listing on the hardware schedule.

Opening 103 is listed on the door schedule with hardware set C1 and listed in the hardware schedule with hardware set C2.

Opening 104A is listed on the door schedule with hardware set C2 and listed in the hardware schedule with hardware set C3.

Opening 111 is listed on the door schedule with hardware set C2 and listed in the hardware schedule with hardware set C3.

Opening 112 is listed on the door schedule with hardware set C2 and listed in the hardware schedule with hardware set C3.

Opening 117 is listed on the door schedule with hardware set C11 and listed on the hardware schedule with hardware set C3.

Opening 127 is listed on the door schedule with hardware set C2 and listed on the hardware schedule with hardware set C11.

Please clarify if we are to go by the hardware set or the door schedule hardware designations.

USFS Response – See Addendum for revisions to Drawing A4.1, Door Schedule, Hardware Group designations. See Addendum for revision to Spec Section 08 71 00.

RFI #2 – In section 01 23 00 Alternates of the specs the base bid is for 8,658 sqft, Alt 1 is 1,310 sqft, and Alt 2 is 924 sqft. The statement of work states that the base bid is 8,671, Alt 1 is 1,308 sqft, and Alt 2 is 850 sqft. Please advise what the correct square footage of this project is.

USFS Response – Note that building areas given are approximate only. Contractor retains responsibility for all quantity take-offs. As a courtesy, see Addendum for revisions to Spec Sections 01 10 00 and 01 23 00 related to square foot areas. [These areas are revised to correspond with the areas shown on Drawings A2.1, A2.2 and A2.3.]

RFI #3 – The floor plan does not clarify the location of the fire walls. Please advise.

USFS Response – See response to Round #2 RFI #18. [No fire rated walls in project.]

RFI #4 – Will the bottom of the trusses require drywall as well?

USFS Response – No GWB intended at bottom of trusses.

RFI #5 – Detail 4 on page A8.4 does not match the reflected ceiling plan. Please advise.

USFS Response – See Addendum for revised Detail 4 on Drawing A8.4, attached.

RFI #6 – Page C2.1 Detail 10 shows a metal edging. Please provide spec information. Detail does not show any attachment. Please clarify.

USFS Response – See Addendum for additional information added to Detail 10, Drawing C2.1.

RFI #7 – Please advise if plans have already been sent to the city of Porterville for review. If so, please provide the pricing or allowance amount to include in the contractor’s bids for the permit acquisition.

USFS Response – This is a federal project and is exempt from a City Building Permit. See Addendum 2 for Contractor obligations related to encroachment permits and utility connection and inspection permits and fees.

RFI #8- Is this project exempt from acquiring a Grading, Building, and Landscaping permit from the City of Porterville? Currently the building department is unaware of this project.

USFS Response – See response to RFI #7, above.

RFI #9- When will the Architect submit plans for City of Porterville review?

USFS Response – See response to RFI #7, above.

RFI #10- Should the contractors allow a budget number for Permit Fee’s? If so, how much?

USFS Response – See response to RFI #7, above.

RFI #11- Utility company planning is typically coordinated with the owner and architect. Have the utility companies been made aware of this project (PG&E/Edison, Gas Company, Phone, Cable, etc.)?

USFS Response – Southern California Edison and Southern California Gas are aware of the project and their engineering efforts for the project are in progress.

RFI #12- Is there a PG&E and or Edison Rule 16 utility plan available?

USFS Response – See response to RFI #11, above.

RFI #13- Please confirm that a full-time quality control manager is necessary for this project.

USFS Response – See Addendum 4 previously issued, for Round 2, RFI 13.

RFI #14 – Please advise the amount of liquidated damages per day and if there be any retention held on this project?

USFS Response – See Addendum 4 previously issued, for Round 2

RFI #15- In section 28 23 00 – 29, subsection 3.03 E it states “install cameras and infrared illuminators level and plumb” But there does not appear to be a specification for IR illuminators nor locations for the IR illuminators on the drawings. Please identify where these details can be located.

USFS Response – See Addendum for revisions to Spec Section 28 23 00.

FURTHER CLARIFICATION FOR PREVIOUS ROUNDS OF RFI’s

Round #2, RFI #8: Add the following sentence: “Incisor marks are acceptable.”

Round #2, RFI #11: Change drawing reference from A1.1 to L1.1 for Rock Legend, boulder sizing

SQF NEW SUPERVISOR’S OFFICE

480 NORTH HENRAHAN STREET, PORTERVILLE, CA 93257

ADDENDUM NUMBER 6

09/09/2020

SPECIFICATIONS

1. DIVISION 1, Section 01 10 00: Amend first line of Para. 1.01.A to read:

A. This project consists of the construction of a new, approximately 10,889 sf administrative and …

2. DIVISION 1, Section 01 23 00:

a. Amend first line of Para. 1.03.G to read:

A. Bid Alternative 1 (aka ALT. 1): Add approximately 1,308 square foot west end building buildout …

b. Amend first line of Para. 1.03.B to read:

B. Bid Alternative 2 (aka ALT. 2): Add approximately 923 square foot east end building buildout …

3. DIVISION 8, Section 08 71 00, Para. 3.02 Hardware Schedule: Amend Hardware Set C1 to exclude Reception (103). [Door 103 is intended to be included in Hardware Set C2.]

4. DIVISION 28, Section 28 23 00, Para. 2.09.A: Amend to read:

A. Exterior PZT Cameras: Axis 5654-E PTZ, or approved equal.

Dome Cameras: Axis P3245-V, or approved equal.

5. DIVISION 28, Section 28 23 00, Para. 3.03.E: Amend to read:

E. Install cameras level and plumb.

DRAWINGS

1. Drawing C2.1, Detail 10: Add the following call-out to metal edging:

Metal Edging: 10’ x ¼” x 5” Steel Edging, COL-MET #1025-5 with black powder coat finish, with 16” x 10 ga. steel stakes at 4’-0” maximum spacing. Install per manufacturer’s instructions.

2. Drawing A1.7, Detail 3: Add 2” x 3” cedar vertical strongbacks, full height, at midpoint between CMU pilaster and steel post, typical all wood fence sections, with 2 screws each slat.

3. Drawing A4.1: Amend Door Schedule hardware group designations for various doors as follows:

Door 103 HDWR Group C2 Door 104A HDWR Group C3 Door 111 HDWR Group C3 Door 112 HDWR Group C3 Door 117 HDWR Group C3 Door 127 HDWR Group C11

4. Drawing A6.1: Clarification: At ceiling of Hall 114, provide a GWB ceiling as shown on Drawing A8.1, supported on wood ceiling joists as shown on Drawing S2.3.

5. Drawing A6.6: Clarification: At Wall Section 1/A6.6, Hall 114, provide a GWB ceiling as shown on Drawing A8.1, supported on wood ceiling joists as shown on Drawing S2.3.

6. Drawing A8.4: Amend Detail 4/A8.4 as shown on revised Drawing A8.4, attached.

END OF ADDENDUM NUMBER 6

144" MAX EA WAY

WALL EA WAY

72" MAX FROM

WALL SLIP (T-BAR)

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A L L

CONNECTED WALL

W A

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INTERLOCK STRUT AT SLIP

ENDS (T-BAR)

SUSPENDED CEILING

HANGER WIRE AT

PERIMETER

SUSPENDED CEILING

SYSTEM MAIN RUNNER

SUSPENDED CEILING

SYSTEM CROSS RUNNER

COMPRESSION STRUT WITH

SPLAYED BRACING WIRES

SUSPENDED CEILING

HANGER WIRE AT 4'-0" OC

EACH WAY

SUSPENDED CEILING SYSTEM

MAIN RUNNER AT 2'x2' CEILING

GRID

NOTE:

IN ALL CASES, HANGER WIRES SHALL BE 12 GA. (T-BAR) & 8 GA. (GYPSUM) AND ATTACH TO THE

GRID MEMBERS WITHIN 3 INCHES OF EACH CORNER OF THE FIXTURE.

A8.5

A8.4

A8.4

2 10 A8.5

MECHANICAL

FIXTURE

LIGHT

FIXTURE

CROSS RUNNER

MAIN

R

UNNER

LESS THAN 56 LBS.

FLUSH OR RECESSED FIXTURES WEIGHTING LESS

THAN 56 LBS. MAY BE SUPPORTED DIRECTLY ON

THE RUNNERS, BUT, IN ADDITION, MUST HAVE MIN.

OF (2) 12 GA. SLACK SAFETY WIRES ATTACHED TO FIXTURE

AT DIAGONAL CORNERS AND ANCHORED TO THE

STRUCTURE ABOVE. ALL 4'x4' LIGHTING FIXTURES MUST

HAVE SLACK SAFETY WIRES AT EACH CORNER.

MORE THAN 56 LBS.

FLUSH OR RECESSED FIXTURES WEIGHTING

56 LBS. OR MORE MUST BE INDEPENDANTLY

SUPPORTED BY NOT LESS THAN (4) TAUT 12 GA.

WIRES EACH ATTACHED TO THE TERMINAL AND

THEIR ATTACHMENT TO THE STRUCTURE ABOVE

MUST BE CAPABLE OF SUPPORTING 4 TIMES THE

WEIGHT OF THE UNIT.

COMPRESSION STRUT

SPLAY WIRE

VERTICAL WIRE

ATTACH TOP OF WIRE PER DETAIL:

NOTE:

SUSPENDED ACOUSTICAL CEILING SYSTEM WITH

A CEILING AREA OF 144 SQ. FT. OR LESS, AND FIRE

RATED SUSPENDED ACOUSTICAL. CEILING SYSTEM

WITH A CEILING AREA OF 96 SQ. FT. OR LESS,

SURROUNDED BY WALLS WHICH CONNECT DIRECTLY

TO THE STRUCTURE ABOVE, DO NOT REQUIRE

BRACING ASSEMBLIES WHEN ATTACHED TO TWO

ADJACENT WALLS.

24" G R

ID

4'-0"

2'-0

4'-0

MAX S

PAN EA W

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MAIN

R

UNNER

C R O

S S R

U N N E R

A8.4

A8.4

SLAY W

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S L A

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S L A

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CROSS RUNNER

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2" M

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COMPRESSION STRUT

COMPRESSION STRUT

STEEL SECTION WITH L/R RATIO OF 200 MAXIMUM.

ATTACH TO MAIN RUNNERS WITHIN 2" OF CROSS

RUNNER WITH (2) #12 S.D.S.T. SCREWS.

COMPRESSION STRUT SHALL NOT REPLACE

HANGER WIRE.

ATTACH TOP OF STRUT PER DETAIL:

ALLOWABLE HEIGHTS OF

1 5/8" x 20 GA. STRUT

HEIGHTS FLANGE DEPTH

0'-0" TO 7'-6" 1 1/4"

7'-7" TO 8'-6" 1 3/8"

8'-7" TO 10'-0" 1 5/8"

10'-1" TO 12'-0" 2"

A8.4

METAL STRUT (STUD) ASTM A446, GRADE A

VERTICAL HANGER WIRE-TIE

TO METAL CLIP; THREE (3)

WRAPS AROUND METAL

CLIP AND ONE (1) WRAP

AROUND WIRE

PLYWOOD ROOF SHEATHING

ROOF JOIST OR BLOCKING

METAL CLIP, TYPICAL;

VERTICAL CONNECTIONS

ONLY AT BOTTOM

SPLAYED BRACING WIRE-TIE

TO METAL CLIP; THREE (3)

WRAPS AROUND METAL

CLIP AND ONE (1) WRAP

AROUND WIRE

MAX.

45.00°

L3x3x16 GAUGE

FASTEN COMPRESSION

STRUT WITH (2) #10 SMS

5/8" PLYWOOD ROOF

SHEATHING OR 5/8"

ROOF JOIST OR BLOCKING

CEILING

HEIGHT

2x WOOD FRAME

5/8" GWB

MODIFIED CHANNEL

WALL MOLDING

ACOUSTIC CEILING PANEL

TYP, SEE FINISH SCHEDULE

A R C H I T E C T S

DANIEL E.

DAMERON

No. C 14739

REN. 07-31-21

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111 SCRIPPS DRIVE

SACRAMENTO, CA 95825

P. (916) 972-0131 F. (916) 481-1845

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Construction Documents

JS

1/4" = 1'-0"1

CEILING SUSPENDED T-BAR & COMPRESSION STRUT

LAYOUT

1" = 1'-0"2

CEILING SUSPENDED MECH & LIGHT FIXTURE SUPPORT

1/2" = 1'-0"3

CEILING SUSPENDED T-BAR GRID

6" = 1'-0"6

CEILING - BOTTOM OF

COMPRESSION STRUT

3" = 1'-0"5

CEILING - HANGER WIRE TO

ROOF STRUCTURE

3" = 1'-0"7

CEILING - TOP OF

COMPRESSION STRUT

3" = 1'-0"4

CEILING - SUSPENDED GYP BD CEILING

6 09/09/2020 Addendum 6