SF30-16a Amend 0002- Add attachment.pdf

PDF 365 KB Posted

Attached to
Building supplies for outhouse - Juneau, AK
Solicitation number
1240BF21Q0012
Issued by

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

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

USDA-FS CSA NORTHWEST ZONE #4

1220 SW 3RD AVE

PORTLAND, OR 37204-2829

01/29/2021

1240BF21Q0012

01/29/2021

X X

X 1

Added attachment

"2020-08-21 Dan Moller Outhouse - 100% Construction Drawings 11x17"

For referencing with material list.

INSTRUCTIONS (Back Page):

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contracting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Items 9, (Amendment of Solicitation Number - Dated), and 10, (Modification of Contract/Order Number - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries:

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document.

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 11/2016) BACK

(1) Accounting classification Net increase $

1240BF21Q0012

(v) Schedule of Items/Price Schedule

BASE

ITEMS

Period of Performance: Date of Award- 04/15/2021

Line Item Description of Supply Item Pay

Unit QTY Unit Price Total Price

FOB Destination:

Juneau Ranger District 8510 Mendenhall Loop Road Juneau, AK 99801 LS 1

0002 Building Materials – as follows:

0002AA Equipment & Accessories

DRILL BIT/RODS TO DRILL 4' DEEP, 1 3/4" DIAMETER HOLE EA 5 $ $

CONCRETE MIXER - 8.836 Cu Ft Portable Electric power. Mounted on wheels for easy transport. EA 1

0002AB FOUNDATION FOOTINGS

CONCRETE (sakrete high-strength 0.6 cu. Ft. bags) EA 441 $ $

18" SONOTUBE 6' TALL EA 2 $ $

20" SONOTUBE 7' TALL EA 6 $ $

30" SONOTUBE 6' TALL EA 4 $ $

VERTICAL TIES (for 12 footings 5' deep) EA 12 $ $ HORIZONTAL TIES (for 12 footings 5' deep) EA 12 $ $

GROUT WILLIAMS WIL-X 28 DAY COMPRESSION STRENGTH: 6000

PSI

EA

2 $ $

ANCHOR ROD 3/4" DIAMETER WILLIAMS FORM R1J SPIN LOCK

ANCHOR WITH B14 ANCHOR HEAD ASSEMBLY 6'

EA

2X2X1/4 GALV BEARING PLATE FOR ANCHOR ROD EA 12 $ $

0002AC LUMBER - ACQ or ACZA EA

2x2 @ 42" TREATED (hem fir No. 2) EA 120 $ $ 2X4 @ 12' (hem fir No. 2) EA 8 $ $ 2X6 @ 8' (hem fir No. 2) EA 60 $ $ 2X6 @ 10' (hem fir No. 2) EA 14 $ $ 2X6 @ 12' (hem fir No. 2) EA 26 $ $ 2x8 @ 10' (hem fir No. 2) EA 16 $ $ 2x12 @ 8' TREATED (doug fir No. 1) EA 42 $ $ 2X12 @ 10' TREATED (doug fir No. 1) EA 22 $ $ 2X12 @ 14' TREATED (doug fir No. 1) EA 4 $ $ 2X12 @ 20' TREATED (doug fir No. 1) EA 6 $ $ 4X12 @ 10' TREATED (doug fir No. 1) EA 2 $ $ 4x12 @ 12' TREATED (doug fir No. 1) EA 1 $ $ 6X6 @ 6' TREATED (doug fir dense select structural) EA 13 $ $ 6X12 @ 6' TREATED (doug fir dense select structural) EA 1 $ $ 6X12 @ 8' TREATED (doug fir dense select structural) EA 8 $ $

6X12 @ 10' TREATED (doug fir dense select structural) EA 1 $ $ 6X12 @ 12' TREATED (doug fir dense select structural) EA 1 $ $ 6X12 @ 14' TREATED (doug fir dense select structural) EA 2 $ $ 6X12 @ 16' TREATED (doug fir dense select structural) EA 1 $ $ 6X12 @ 20' TREATED (doug fir dense select structural) EA 2 $ $ 6X16 @ 16' TREATED (doug fir dense select structural) EA 3 $ $

8X8 @ 12' POSTS - TREATED EA 6 $ $

2X4 @ 6' (AYC yellow cedar) EA 8 $ $ 2X4 @ 8' (AYC yellow cedar) EA 2 $ $ 2X6 @ 6' (AYC yellow cedar) EA 8 $ $ 2X6 @ 8' (AYC yellow cedar) EA 2 $ $ 4X4 @ 6' (AYC yellow cedar) EA 11 $ $ 4X6 @ 6' (AYC yellow cedar) EA 12 $ $

3X6 @ 8' SNOW FENCE BOARD - TREATED EA 1 $ $

3X6 @ 18' SNOW FENCE BOARD - TREATED EA 8 $ $

2X6 T&G ROOF DECKING TO COVER 280 SQFT EA 50 $ $

3X6 ROOF DECKING TO COVER 320 SQFT EA 55 $ $

4X8 3/4 PLYWOOD TYP SHEATHING - Type CCX EA 54 $ $ 4X8 3/4 PLYWOOD TYP SHEATHING, treated for ground contact EA 10 $ $

4X8 1 1/8" T&G PLYWOOD FLOORING: SKIDGUARD HIGH DENSITY

OVERLAY (HDO)

EA

0002AD BRACKETS AND HANGERS - Galvanized EA

SIMPSON CB88 EA 6 $ $

SIMPSON ABU66Z SDS2.5 EA 6 $ $

SIMPSON LRU210Z RAFTER HANGERS EA 58 $ $

SIMPSON CCQ68SDS2.5 EA 6 $ $

SIMPSON ECCQ66SDS2.5 EA 4 $ $

SIMPSON CS16 COILED STRAP EA 2 $ $

SIMPSON ECCLLQ-SDS2.5 HDG EA 2 $ $

SIMPSON ECCLRQ-SDS2.5 HDG EA 2 $ $

SIMPSON LSTA24 EA 4 $ $

SIMPSON HDU2 EA 10 $ $

SIMPSON HUS28 EA 12 $ $

SIMPSON A35 EA 113 $ $

SIMPSON H2.5A EA 58 $ $

SIMPSON HUS210 EA 38 $ $

SIMPSON CCQ66SDS2.5 EA 8 $ $

SIMPSON CCTQ686-SDS2.5 EA 6 $ $

0002AE FASTNERS - Stainless EA

1/2" EYE BOLT 3 1/2" EA 2 $ $

1/2" F1554 GR. 36 BOLT/WASHER/NUTS, 7" LONG EA 24 $ $

3/4" BOLT/WASHERS/NUT 6 1/2" EA 108 $ $

3/4" BOLT/WASHERS/NUT 8 1/2" EA 12 $ $

5/8" BOLT/WASHER/NUT 7" EA 12 $ $

5/8" ANCHOR BOLT 8", W/ NUT & PLATE WASHER EA 12 $ $

5/8" ANCHOR BOLT 8", W/ NUT & PLATE WASHER EA 6 $ $

5/8" ANCHOR BOLT FOR HDU2 EA 2 $ $

5/8" ANCHOR BOLT FOR HDU2 EA 6 $ $

1" DIAMETER 8" EYE LAG EA 8 $ $

STANDARD WRAP TYPE 316 SS HINGE FOR DOOR: BOERBOEL

7301425Z

EA

4 $ $

0002AF ROOFING FOR OUTHOUSE AND WALKWAY EA

GRACE ICE AND WATER SHEILD TO COVER 320 SQFT OF ROOF EA 2 $ $

GRACE ICE AND WATER SHEILD TO COVER 280 SQFT EA 2 $ $

Vycor Deck Protector or Equal – 150ft EA 1 $ $

WALKWAY ROOFING PANELS (SNAP-LOC 1 STANDING SEAM BY

CHAMPION METAL OF WASHINGTON INC. COLOR: GREEN 26 GAUGE

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

WALKWAY RIDGE FLASHING (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

WALKWAY EAVE FLASHING (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

WALKWAY VALLEY FLASHING (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

WALKWAY GABLE END FLASHING (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

WALKWAY ROOF FASTENERS (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

OUTHOUSE ROOFING PANELS (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

OUTHOUSE RIDGE FLASHING (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

OUTHOUSE EAVE FLASHING (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

OUTHOUSE VALLEY FLASHING (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

OUTHOUSE GABLE END FLASHING (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

OUTHOUSE ROOF FASTENERS (SNAP-LOC 1 STANDING SEAM BY

PER ZINC COATED STEEL WITH PAINT TOP COAT)

EA

0002AG SIDING EA $

2x2 @ 8' (hem fir No. 2) EA 15 $ $

DUPONT TYVEK HOMEWRAP TO COVER 640 SQFT EA 2 $ $

1X SHIPLAP CEDAR EXTERIOR SIDING TO COVER 640 SQFT EA 160 $ $

1X6 SHIPLAP HEMLOCK INTERIOR SIDING TO COVER 400 SQFT EA 100 $ $

1X4 RED CEDAR TRIM (linear feet) EA 200 $ $

0002AH DECK GRATING EA

GRATING PACIFIC T1210 AQUA GRATE, COARSE GRIT, 4' WIDE X 6' 8-

1/2" LONG

EA

GRATING PACIFIC T1210 AQUA GRATE, COARSE GRIT, 4' WIDE X 8' 8"

LONG

EA

GRATING PACIFIC T1210 AQUA GRATE, COARSE GRIT, 3' WIDE X 6' 8-

1/2" LONG

EA

GRATING PACIFIC T1210 AQUA GRATE, COARSE GRIT, 3' WIDE X 14'

8" LONG

EA

GRATING PACIFIC T1210 AQUA GRATE, COARSE GRIT, 3' WIDE X

10'1" LONG

EA

GRATING PACIFIC HOLD DOWN CLIPS: TYPE FC-4, STAINLESS EA 350 $ $

#14 X 1-1/2" LONG PAN HEAD WOOD SCREWS, STAINLESS, PHILLIPS

OR TORX/STAR DRIVE HEAD

EA

DEVCON 2-TON EPOXY, TO ADHERE PLATE TO GRATE, 9 LB PACKAGE EA 1 $ $

MINWAX HELMSMAN SPAR URETHANE, 1-QUART CAN EA 1 $ $

GRATING PACIFIC FRP FIBERPLATE, 1/8" THICK, 4'X8' SHEETS EA 6 $ $

#10 X 3" LONG PAN HEAD DECK SCREWS, STAINLESS, 100 COUNT EA 1 $ $

0002AJ MISC EA

DOOR 82 1/2X38 7/16 (primed fiberglass pre-hung by jeld-wen) EA 1 $ $ DOOR Lever - Stainless steel, no lock EA 1 $ $ WINDOW 24X36 (Vynl Jeld-wen) EA 1 $ $

GRAB BAR A SHOWER-WARE MODEL # 1108-6 BY ACORN

ENGINEERING

EA

GRAB BAR B SHOWER-WARE MODEL # 1108-5 BY ACORN

ENGINEERING

EA

TISSUE DISPENSER: MODEL #1113 BY MURDOCK MANUFACTURING EA 2 $ $

TOILET RISER: DURA-WARE 2131 SERIES ADA COMPLIANT W/ HSC

HINGED SEAT AND COVER, BY ACORN ENGINEERING

EA

PVC PIPE FOR CHUTE: 16" O.D. X 36" LONG EA 2 $ $

TYPE 1 PVC FLANGE: MODEL # PVCF16 BY GRAINGER EA 2 $ $

GLUE TO FASTEN PVC FLANG TO PVC CHUTE EA 1 $ $

1/2" DIAMETER SCH 40 GALV. STEEL PIPE EA 160 $ $

PT WOOD TREATMENT (copper naphthenate 2%) EA 1 $ $

EA - Each Total All Items $

File details come from the government source that posted it. Updated .