A0003_12363N26Q4011_SF30_BumblebeeRevAmend.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF

CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 12

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

0003 06/16/2026 1142881

6. ISSUED BY CODE 363N 7. ADMINISTERED BY (If other than Item 6) CODE

USDA-FS- Procurement & Property Services National Procurement Operations Stewardship Contracting Branch 1400 Independence Ave. SW, MS-1138 Washington DC 20250-1138 Email: norma.windle@usda.gov

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

12363N26Q4011

9B. DATED (SEE ITEM 11)

05/15/26

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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.

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

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

THE CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

12363N26Q4011, Amendment 0003, Bumblebee Revised Stewardship IRSC

1. The purpose of amendment 0003 is to replace Schedule of Items with a Revised Schedule of Items, replace 6e.

Map 4 with a Revised 6e. Map 4 and extend the due date.

2. Remove original Schedule of Items (12 pages) with the Revised Schedule of Items (12 pages), remove original 6e. Bumblebee_ Marble Map4_DRAFT (1page) with 6e. Bumblebee_ Marble Map4 _REVDRAFT (1 page).

3. The response date for the RFQ has changed and is due on June 30, 2026, at 4:00 p.m. PDT.

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

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

N. JEAN WINDLE

Contracting Officer

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

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

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

mailto:norma.windle@usda.gov

Bumblebee Revised Stewardship IRSC Stanislaus National Forest Solicitation 12363N26Q4011 Summit Ranger District

AMENDMENT 0003 06/16/2026 REVISED SCHEDULE OF ITEMS (36a)

1. SCHEDULE OF ITEMS

MANDATORY WORK ACTIVITIES:

ITEM

NO.

DESCRIPTION OF

MANDATORY WORK ACTIVITIES UNIT

ESTIMATED

QUANTITY

UNIT

PRICE TOTAL PRICE

1 Bumblebee Cutting and Hauling Included Products

a) Thinning Unit Products Removal Acre 1,458 N/A N/A

b) Hazardous Standing Fuels Removal Acre 57 N/A N/A

2 Bumbleebee Mastication Acre 836 $_________ $____________

3 Bumblebee Road Reconstruction of All Haul Roads

a) 15101 - Mobilization LS 1 $____ _____ $____________

b) 15201- Construction survey and staking, method I, tolerance b LS 1

4 Bumblebee Road Reconstruction of Haul Road 4N12 (Herring Creek Rd)

a) 41801.1 - Asphalt Patch Type 1 (root heaves) Ton 20.00 $_________ $____________

b) 41801.2- Asphalt Patch Type 2

(potholes) Ton 50.00

c) 60408 - DI Lid Replacement Each 22 $_________ $____________

5 Bumblebee Road Reconstruction of Haul Road 4N12H

a) 20415 - Embankment construction, compaction placement method (2), tolerance class (A)

Cubic Yard 4 $_________ $____________

b) 20425.3 - Drainage excavation, type

(Rolling Dip), compaction placement method (2), tolerance class (A)

Each 4

c) 20425.5 - Drainage excavation, type (Drivable Waterbar), compaction placement method (2), tolerance class (A)

Each 1

d) 30113 - Aggregate surface course, grading (F), compaction method (B) Ton 30 $_________ $____________

e) 30307 - Roadbed reconditioning, compaction method (2) Mile 0.33 $_________ $____________

6 Bumblebee Road Reconstruction of Haul Road 4N12P

a) 30307 - Roadbed reconditioning, compaction method (2) Mile 0.06 $_________ $____________

7 Bumblebee Road Reconstruction of Haul Road 4N28Y

a) 20301 - Removal of (Culvert Debris), disposal method (a)

Lump Sum 1 $_________ $____________

b) 20415 - Embankment construction, tolerance class (A)

Yard 6 $_________ $_________

c) 20425.3 - Drainage excavation, type

Each 4 $_________ $_________

d) 20425.6 - Drainage excavation, type

(Lead Off Ditch), compaction placement method (2), tolerance class (A)

Each 2 $_________ $_________

e) 20701 - Earthwork geosynthetics, type (class 2, nonwoven)

Square Yard 973 $_________ $_________

f) 30113 - Aggregate surface course, grading (F), compaction method (B) Ton 177 $_________ $_________

g) 30307 - Roadbed reconditioning, compaction method (2) Mile 0.33 $_________ $_________

8 Bumblebee Road Reconstruction of Haul Road 4N28YA

a) 20103 - Clearing and grubbing, disposal method (limbs (g), logs (i), stumps (f)) Mile 0.04 $_________ $____________

b) 20425.6 - Drainage excavation, type method (2), tolerance class (A)

Each 1 $_________ $_________

c) 20701 - Earthwork geosynthetics, type (class 2, nonwoven)

Square Yard 389 $_________ $_________

d) 30113 - Aggregate surface course, grading (F), compaction method (B) Ton 63 $_________ $_________

9 Bumblebee Road Reconstruction of Haul Road 4N52Y

a) 20401 - Roadway excavation and embankment, compaction placement method (2), tolerance class (A)

Yard 34 $_________ $____________

b) 20425.2 - Drainage excavation, type <Armored Swale>, compaction placement method (2), tolerance class

Each 1 $_________ $_________

10 Bumblebee Road Reconstruction of Haul Road 4N53Y

a) 20425.3 - Drainage excavation, type

Each 1 $_________ $____________

b) 20425.5 - Drainage excavation, type placement method (2), tolerance class (A)

Each 2 $_________ $_________

c) 30307 - Roadbed reconditioning, compaction method (2) Mile 0.07 $_________ $_________

11 Bumblebee Road Reconstruction of Haul Road 4N76 (North)

a) 20425.5- Drainage excavation, type placement method (2), tolerance class (A)

Each 1 $_________ $____________

b) 30307 - Roadbed reconditioning, compaction method (2 Mile 0.25 $_________ $_________

12 Bumblebee Road Road Reconstruction of Haul Road 5N11 (North)

a) 20425.1- Drainage excavation, type

(Swale), compaction placement method (2), tolerance class (A)

Each 1 $_________ $____________

b) 20425.3 - Drainage excavation, type

c) 20425.5 - Drainage excavation, type placement method (2), tolerance class (A)

Each 6 $_________ $_________

d) 20701 - Earthwork geosynthetics, type (class 2, nonwoven)

Square Yard 1684 $_________ $_________

e) 30113 - Aggregate surface course, grading (F), compaction method (B) Ton 680 $_________ $_________

f) 60708 - Cleaning culverts in place Each 1 $_________ $_________

g) 63308 - Delineator (Boulders) Lump Sum 1 $_________ $_________

13 Bumblebee Road Reconstruction of Haul Road 5N11 (South)

a) 20420 - Drainage excavation, type <Roadside Ditch>,tolerance class <A> Feet 530 $_________ $____________

b) 20425.1 - Drainage excavation, type

<Swale>, compaction placement method <2>, tolerance class <A>

Each 2 $_________ $_________

c) 20425.3 - Drainage excavation, type

<Rolling Dip>, compaction placement method <2>, tolerance class <A>

Each 5 $_________ $_________

d) 20425.5 - Drainage excavation, type <Drivable Waterbar>, compaction placement method <2>, tolerance class <A>

Each 2 $_________ $_________

e) 20425.6 - Drainage excavation, type <Lead Off Ditch>, compaction placement method <2>, tolerance class <A

Each 2 $_________ $_________

f) 30113 - Aggregate surface course, grading <F>, compaction method <B> Ton 159 $_________ $_________

g) 30307 - Roadbed reconditioning, compaction method <2> Mile 0.54 $_________ $_________

14 Bumblebee Road Reconstruction of Haul Road 5N46Y

a) 20415 - Embankment construction, tolerance class (A)

Yard 20 $_________ $____________

b) 20425.2 - Drainage excavation, type (Armored Swale), compaction placement method (2), tolerance class

c) 20425.6 - Drainage excavation, type method (2), tolerance class (A)

Each 1 $_________ $_________

d) 30113 - Aggregate surface course, grading (F), compaction method (B) Ton 89 $_________ $_________

15 Bumblebee Road Reconstruction of Haul Road 5N46YA

a) 20425.2 - Drainage excavation, type (Armored Swale), compaction placement method (2), tolerance class (A)

Each 2 $_________ $____________

b) 60708 - Cleaning culverts in place Each 2 $_________ $_________

16 Marble Mountain Road Reconstruction of All Haul Roads

a) 15101 - Mobilization LS 1 $_________ $____________

b) 15280 - Construction Survey and Staking, Method 1, Tolerance B LS 1 $_________ $_________

17 Marble Mountain Road Reconstruction of Haul Road 2N05Y

a) 21201- Linear Grading Mile 0.38 $_________ $_________

18 Marble Mountain Road Reconstruction of Haul Road 2N05YA

a) 21201 - Linear Grading Mile 0.10 $_________ $_________

19 Marble Mountain Road Reconstruction of Haul Road 2N06

a) 30380 - Roadbed Reconditioning, Compaction Method<D> Mile 0.11 $_________ $_________

b) 20480 - LOD - Drainage Excavation, Lead Off Ditch, Compaction Method <D> Each 1 $_________ $_________

20 Marble Mountain Road Reconstruction of Haul Road 2N07

a) 30185- Aggregate Surface Course, Grading <T>, <4> Inch Depth, Compaction Method <B>

SQYD 255 $_________ $_________

b) 30380 - Roadbed Reconditioning, Compaction Method<D> Mile 0.06 $_________ $_________

c) 30384 - Roadway Reconditioning, Compaction Method<D> Mile 0.33 $_________ $_________

d) 20480 - DIP - Drainage Excavation, Rolling Dip, Compaction Method <D> Each 3 $_________ $_________

e) 20480 - LOD - Drainage Excavation, Lead Off Ditch, Compaction Method <D> Each 1 $_________ $_________

f) 20480 - WB - Drainage Excavation, Waterbar, Compaction Method <D> Each 6 $_________ $_________

g) 20701-2000 - Separation Geotextile, Non-Woven SQYD 255 $_________ $_________

h) 25101 - Placed Riprap CUYD 42 $_________ $_________

i) 60704 - Cleaning Culvert In Place Each 2 $_________ $_________

21 Marble Mountain Road Reconstruction of Haul Road 2N14Y

a) 20105- Clearing And Grubbing Mile 1.34 $_________ $_________

b) 30380 - Roadbed Reconditioning, Compaction Method<D> Mile 0.07 $_________ $_________

c) 20480-LOD - Drainage Excavation, Lead Off Ditch, Compaction Method <D> Each 2 $_________ $_________

d) 20480-WB - Drainage Excavation, Waterbar, Compaction Method <D> Each 3 $_________ $_________

22 Marble Mountain Road Reconstruction of Haul Road 2N14YA

a) 20105- Clearing And Grubbing Mile 0.35 $_________ $_________

23 Marble Mountain Road Reconstruction of Haul Road 2N17

a) 20480- Roadway Excavation and Embankment, Compaction <D> CUYD 10 $_________ $_________

b) 30380 - Roadbed Reconditioning, Compaction Method<D> Mile 0.08 $_________ $_________

c) 20480-LOD - Drainage Excavation, Lead Off Ditch, Compaction Method <D Each 1 $_________ $_________

d) 20480-SWL - Drainage Excavation, Swale, Compaction Method <D> Each 1 $_________ $_________

e) 20480-WB - Drainage Excavation, Waterbar, Compaction Method <D> Each 1 $_________ $_________

24 Marble Mountain Road Reconstruction of Haul Road 2N50

a) 20105- Clearing and Grubbing Mile 0.66 $_________ $_________

b) 30380 - Roadbed reconditioning, compaction method <D> Mile 0.66 $_________ $_________

25 Marble Mountain Road Reconstruction of Haul Road 2N55

a) 20480 – DIP - Drainage Excavation, Rolling Dip, Compaction Method <D> Each 1 $_________ $_________

b) 20480-SWL - Drainage Excavation, Swale, Compaction Method <D> Each 1 $_________ $_________

c) 20480-WB - Drainage Excavation, Waterbar, Compaction Method <D Each 3 $_________ $_________

26 Marble Mountain Road Reconstruction of Haul Road 2N91

a) 20105 – Clearing and Grubbing Mile 0.37 $_________ $_________

b) 20480-SWL - Drainage Excavation, Swale, Compaction Method <D> Each 1 $_________ $_________

27 Marble Mountain Road Reconstruction of Haul Road 2N98Y

a) 20105 – Clearing and Grubbing Mile 1.29 $_________ $_________

b) 30380 - Roadbed Reconditioning, Compaction Method<D>

Mile 0.64 $_________ $_________

c) 20480-DIP - Drainage Excavation, Rolling Dip, Compaction Method <D> Each 1 $_________ $_________

28 Marble Mountain Road Reconstruction of Haul Road 3N07

a) 20480 – Roadway Excavation and Embankment, Compaction <D> CUYD 120 $_________ $_________

b) 30185 - Aggregate Surface Course, Grading <T>, <4> Inch Depth, Compaction Method <B>

SQYD 645 $_________ $_________

c) 30380 - Roadbed Reconditioning, Compaction Method<D> Mile 0.92 $_________ $_________

d) 20301-1900 - Removal Of Pipe Culvert Each 1 $_________ $_________

e) 20425-1000 - Ditch, Excavation LNFT 750 $_________ $_________

f) 20480-DIP - Drainage Excavation, Rolling Dip, Compaction Method <D> Each 2 $_________ $_________

g) 20480-LOD - Drainage Excavation, Lead Off Ditch, Compaction Method <D> Each 1 $_________ $_________

h) 20480-SWL - Drainage Excavation, Swale, Compaction Method <D> Each 3 $_________ $_________

i) 20701-2000 - Separation Geotextile, Non-Woven SQYD 333 $_________ $_________

j) 60704 - Cleaning Culvert in Place Each 1 $_________ $_________

29 Marble Mountain Road Reconstruction of Haul Road 3N07C

a) 20105 – Clearing and Grubbing Mile 0.59 $_________ $_________

b) 30380 - Roadbed Reconditioning, Compaction Method <D> Mile 0.47 $_________ $_________

30 Marble Mountain Road Reconstruction of Haul Road 3N08

a) 20105 - Clearing And Grubbing Mile 1.01 $_________ $_________

b) 30380 - Roadbed Reconditioning, Compaction Method<D> Mile 0.15 $_________ $_________

c) 20480-ASWL - Drainage Excavation, Each 1 $_________ $_________

Armored Swale, Compaction Method <D>

d) 20480-SWL - Drainage Excavation, Swale, Compaction Method <D Each 1 $_________ $_________

31 Marble Mountain Road Reconstruction of Haul Road 3N40Y

a) 20480 - Roadway Excavation and Embankment, Compaction <D> CUYD 96 $_________ $_________

b) 60201-1400 - 60-Inch Pipe Culvert LNFT 50 $_________ $_________

32 Marble Mountain Road Reconstruction of Haul Road 3N42Y

a) 20105 - Clearing and Grubbing Mile 1 $_________ $_________

33 Marble Mountain Road Reconstruction of Haul Road 3N42YA

a) 20105 - Clearing and Grubbing Mile 0.54 $_________ $_________

34 Marble Mountain Road Reconstruction of Haul Road 3N42YB

a) 20105 - Clearing and Grubbing Mile 0.28 $_________ $_________

b) 30380 - Roadbed Reconditioning, Compaction Method <D> Mile 0.11 $_________ $_________

35 Marble Mountain Road Reconstruction of Haul Road 3N79

a) 20105 - Clearing and Grubbing Mile 0.05 $_________ $_________

b) 30380 - Roadbed Reconditioning, Compaction Method <D> Mile 0.10 $_________ $_________

Total All Mandatory Service Items $_________

OPTIONAL WORK ACTIVITIES:

ITEM

NO.

DESCRIPTION OF

OPTIONAL WORK ACTIVITIES UNIT ESTIMATED

QUANTITY

UNIT

PRICE TOTAL PRICE

36 Marble Mountain Timber/Product Removal

a) Cut and Remove Included Timber Acre 1,764* N/A N/A

b) Cut Skid and Deck Biomass (Grn Bio / Cull Logs)

(i) 1.00-2.99* ccf/acre Acre 361* $_________ $_________

(ii) 3.00-4.99* ccf/acre Acre 361* $_________ $_________

(iii) 5.00-6.99* ccf/acre Acre 361* $_________ $_________

37 Marble Mountain Mastication Acre 730* $_________ $_________

Total All Optional Service Items $_________

BUMBLEBEE TIMBER/PRODUCT REMOVAL PRICE SCHEDULE:

MARBLE MOUNTAIN TIMBER/PRODUCT REMOVAL PRICE SCHEDULE:

SPECIES PRODUCT ESTIMATED

QUANTITY

UNIT OF

MEASURE

MINIMUM ACCEPTABLE OFFER

CS Sawtimber 35,280** Actual

Quantity Determined After

Cruise

Tons TBD from Appraisal

$0.01 to $6.00**

Total Value Bid Premium – Sawtimber *** $_________

Total Value – Sawtimber (TBD after cruise and appraisal)

N/A – TBD

Will be calculated by FS for evaluation purposes.

MARBLE MOUNTAIN TIMBER SUBJECT TO AGREEMENT PRICE SCHEDULE:

SPECIES PRODUCT ESTIMATED

QUANTITY

UNIT OF

MEASURE

MINIMUM

ACCEPTABLE

OFFER

OFFER

(FLAT)

TOTAL

OFFER

Combined Softwoods Sawtimber 60,283 Ton $2.75 N/A N/A Combined Softwoods Grn Bio 6,668 Ton $2.75 N/A N/A Combined Softwoods Cull Logs 8,632 Ton $2.75 N/A N/A

Minimum Acceptable Offer – All Products $207,853

Total – All Included Products 1/ $_________ 1/ Total Value Offering: Forest Service to determine proportionate rates for Species and Products

SPECIES PRODUCT ESTIMATED

QUANTITY

UNIT OF

MEASURE

MINIMUM

ACCEPTABLE

OFFER

OFFER

(FLAT)

Combined Softwoods Grn Bio

5,870 Actual

Quantity Determined After Cruise Tons $0.01 $_________

SCHEDULE NOTES

Note 1: These schedules are for pricing/payment purposes. Refer to 52.212-1, Instructions to Offerors for technical proposal requirements. Evaluation criteria used by the Forest Service for proposals is located in 52.212-2 of this solicitation.

Note 2: Price Quotes MUST be provided on ALL Items in Schedules: Mandatory Work Activities and Optional Work Activities and Timber or other products Removal Price Schedule. Unit prices prevail.

Mandatory Item 1b acres calculated using the 82-foot average cut tree height to create an 82-foot average cut distance off the road. In some areas the cutting will be closer to the road, in other areas it will be further, depending on cut tree height.

Wildlife surveys will be conducted annually and may result in modifications to units’ boundaries and/or acres, as well as limited operating periods.

Note 3: Optional Items 36a, 36b(i, ii, iii) and 37 - Marble Mountain

Forest Service is responsible for completing sale preparation activities to determine quantities. Contractor shall provide a fixed price per Item based on the estimated quantity shown. Awarded Firm-Fixed unit prices prevail and WILL NOT be renegotiated or changed in future modifications to adjust quantities once known.

*Total quantities are unknown and are solicited as estimated gross quantities. Net needed quantities will be determined once the Forest Service has completed sale preparation activities.

• Forest Service conducted timber cruise will determine complexity level for item 36b (i, ii, iii) as Cut Skid and Deck Biomass (Grn Bio / Cull Logs) ccf/acre is unknown prior. “Step Ladder” pricing is used to enable the Government to establish Firm-Fixed Pricing at time of award for items based on differing complexity. Once the biomass and cull log ccf/per acre is determined, sub-item complexity will be executed through bi-lateral modification.

** Gross sawtimber volume is for evaluation purposes. Final commercial timber acres may be less than the estimated amount. The estimated gross tons of sawtimber for Item 36a was calculated assuming 5.0 MBF/acre. Once final timber cruise volumes are established, the Forest Service will conduct an independent timber appraisal using the R5 TEA appraisal system following the Forest Service Handbook direction, to determine Minimum Acceptable Offer timber rate. There shall be mutual agreement between both parties to modify gross tons of sawtimber and set the contract timber rate with a bi-lateral modification to execute Optional Work Items. If an agreement of the appraised Minimum Acceptable Offer timber rate cannot be made within 14 business days from the date the appraised timber rate is shared, Marble Mountain Cutting Units, optional service work, and road maintenance will not be executed, and a bi-lateral modification will not occur.

Timber Subject to Agreement (TSA) associated with Marble Mountain is not required and if contractor is interested in removing TSA product, describe the desire to remove in Technical Proposal. Removal will not be included as a work item and will be at the contractor’s expense. Tons of removal can be negotiated at time of execution of Optional Item 36.

***Contractors shall provide a Total Value Bid Premium for sawtimber ≥ $0.00 (enter in Timber/Product Removal Price Schedule (Marble Mountain) – Row 2). The Total Value Bid Premium will be added to the final Contract Timber Value determined by the FS timber appraisal. To reduce risk to both parties due to over/under-run of volume, cruising standards will use a maximum allowed error of 20% for sawtimber; and