Amendment 001_12363N24R0001_Riverside Fire Recreation Site Repairs_.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT CONTRACT ID CODE

363N

PAGE OF PAGES

1 of

2. AMENDMENT/MODIFICATION NO.

3. EFFECTIVE DATE

04/16/2024

4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

6. ISSUED BY CODE |______363N_______

National Stewardship IRSC PPS 1400 Independence Ave, SW

MS-1138

Washington, DC 20250

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

Same as block 6.

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State, and ZIP Code)

9A. AMENDMENT OF SOLICITATION NO.

12363N24R0001 X

9B. DATED (SEE ITEM 11)

03/26/2024

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

[ x ] The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers [ X ] 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 _____ 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 virture 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 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:

x D. OTHER (Specify type of modification and authority) Unilateral Authority. Warrant: Professional B, Dated: 3/3/2023

E. IMPORTANT: Contractor [ ] is not, [ x ] is required to sign this document and return __1___ copies to the issuing office.

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

The purpose of this Amendment #002: The purpose of this amendment is to answer questions asked by vendors at pre-bid tour and to extend solicitation for seven (7) days.

Questions and corresponding answers, to include necessary change to contract statement of work and specifications, are included on pages 2 to 8.

New closing date and time. Date: 05/03/2024, Time: 2:30 PM (Pacific)

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

DARREN M. ZYCHEK

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA

BY: ____________________________________

(Signature of Contracting Officer)

16C. DATE SIGNED

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

DARREN ZYCHEK Digitally signed by DARREN ZYCHEK Date: 2024.04.16 08:19:13 -07'00'

Amendment 001 to 12363N24Q4058Dated: 03/26/2024

April 2, 2024 - RARR Pre-Bid Meeting

Stephen Lorber Pete Huppi Zack McKown Amanda Reller

Armstrong Campground Q: Will there be OSHA standards followed for hazard trees? *Will that be paid for or incidental?

A: Given in the Field: Yes, per OSHA rules, hazard trees can be felled if pre-approved by the FS prior to doing so.

Q: Will more accurate maps be created that depict desired conditions? And will that be disseminated pre-ward?

A: Given in Field: Yes, maps will be given pre-award.

The statement of work and maps provided in the solicitation relay adequate detail for the scope of work.

Q: Is the well on site active?

A: Given in Field: No and will not be available for this contract.

Q: Will the stumps stay?

A: Given in Field: Yes

Q: Will the kiosks design be updated or same design at currently exists at site?

A: Given in Field: A new kiosk will be purchased according to the statement of work, and it is of a different design.

Q: Will the road shoulder be maintained? Looks to be unmaintained.

A: Given in Field: Work is not a part of the contract.

Q: Is the bathroom to be painted?

A: Given in Field: No.

Q: Will the contractor supply bathroom?

A: Given in Field: No, it is government furnished property.

Q: Is the old bathroom to be installed the same as the existing?

A: Given in Field: No, it’s a newer model. The location will be approximately the same, but the excavation may need to be adjusted to fit the new installation.

Q: Will the Contractor be pouring the pad for the CXT?

A: Given in Field: No. There is a concrete vault is pre-cast, and will be set approximately where the vault to be removed is.

Q: Does the contractor have to pump the bathrooms?

A: Given in Field: Yes

Q: Is the contractor or USFS buying the tables?

A: Given in Field: Tables are already purchased and stored at USFS location noted in SOW.

Q: Are their picking points on the tables?

A: Given in Field: No.

Q: What is the weight of each table?

A: Each picnic table weighs approximately 2,500 lbs.

Q: What is the weight the CXT? (Weight of each individual piece including vault) A: Model is Cascadian Single – not certain on the weights at this time.

Q: Will hazard tree felling be paid for or incidental?

A: Trees that are hazardous operations/construction will be for paid indirect to the rest of the contract, and will need to be transported to the desginated disposal area at Memaloose weigh station or as directed by the CO/COR.

Q: Regarding removing vegetation up to 3”, can it be chipped and left?

A: All woody debris, logs, slash that will not be utilized for decomissioning sites will be disposed of at the Memaloose weigh station as directed by the CO/COR. Forest direction is to have all wood 6” and above in diameter stacked neatly at Memaloose weigh station and wood under 6” diamater put into slash piles with that location TBD.

Q: Regarding the language in the SOW noting heavy equipment shall be equipped to minimize damage:

Are rubber tracks ok to use on heavy equipment?

A: Yes, rubber tracked equipment is also allowable.

Ripplebrook campground

Q: Is there a shed as shown on the map?

A: Given in Field: No. Updated maps will be provided.

Q: Does the USFS provide paystation?

A: Given in Field: No. This will purchased by contractor.

Q: How far on uphill side do contractors have to clear vegetation?

A: Given in Field: 3 feet from edge of road, campsites, and others stated in SOW.

Q: How much rock is specified for the road?

A: Given in Field: It’s in the contract.

Q: Will asphalt sections at Ripplebrook and Riverside be staked out so an exact quantity can be given to the contractors for bidding? There is concern that without a quantity, it is difficult to bid properly about removal needs and exact gravel needs.

A: Aggregate quantities are outlined clearly for each campground as appropriate in the SOW.

Q: What specific elements are required to be accessible?

A: Accessiblity requirements are outlined in the SOW, please disregard any additional conversations around this subject that were had during the field visit.

Changes to SOW:

1. Page 7: First item requires contractor to “minimize damage to paving,” though we are asking them to remove paving at Ripplebrook and Riverside. Change to “minimize damage to any paving identified by CO”

2. Update disposal of woody debris to move to memaloose weigh station, stack all logs over 6” diameter neatly, and slash pile all under 6”.

3. For ashphalt at Ripplebrook Campground:

NEW CHANGES to SOW at RIPPLEBROOK (in red) (remove all that is crossed out) Remove asphalt 0.15 miles Pulverize and remove all existing asphalt from road, spurs, and parking area.

Remove and dispose of all asphalt offForest.

Resurface Aggregate circulation road

0.20 miles

200 cubic yards of ¾” minus aggregate

90 cubic yards of 1 ½” minus aggregate

Add 20 yards of surface compacted aggregate centered over culvert at mile point 0.033.

Add aggregate depth of 12" over culvert, taper ends for smooth transition to existing roadway.

Add 2” depth of rock grading size (1 ½” minus) aggregate to where asphalt was removed and ensure grade is flush with adjacent gravel sections of the circulation road.

Spot add 1 ½” minus aggregate to areas as directed by COR/CO.

Add surface layer of 3” of ¾” minus aggregate to entire road, parking areas, and campsite parking spurs.

Aggregate for surface layer shall be crushed gravel and not exceed 3/4” minus in size.

Aggregate shall be compacted by operating spreading and hauling equipment over the full width of the travelway.

Ensure approaches to restroom, entrance station, and garbage receptacles are graded, spot filled where needed, and compacted to ensure accessibility and minimize ongoing maintenance needs.

Site map indicating location will be provided by FS before work commences.

Compact aggregate with approved roller.

Contractor will coordinate with COR to affirm Engineering approval prior to beginning work.

Resurfacing circulation route to occur once asphalt pulverization is complete.

New Items to ADD:

Pulverize asphalt in place

0.20 miles Pulverize all existing asphalt from road, spurs, and parking areas and leave in place

Purchase and install sediment wattles

0.20 miles of wattles

Install 0.20 miles of wattles to buffer paving pulverization and all water bodies.

Sediment control measures will be implemented to prevent off-site movement of pulverized asphalt and associated sediment into all water bodies. Along the entire length of the circulation road and any other asphalted areas, weed-free wattles with biodegradable netting shall be installed between the area of work and any waterbody. These wattles will be installed pre-work, maintained during the life of the project, and remain in-tact and in-place upon completion of the project.

NEW CHANGES to SOW at RIVERSIDE (in red) Resurface Aggregate circulation road

0.27 miles of circulation road

300 cubic yards of ¾” minus aggregate

100 cubic yards of 1 ½” minus aggregate

Pulverize and remove all existing asphalt from road, spurs, and parking area.

Add 2” depth of rock grading size (1 ½” minus) aggregate to where asphalt was removed and ensure grade is flush with adjacent gravel sections of the circulation road.

Spot add 1 ½” minus aggregate to areas as directed by COR/CO.

Add surface layer of 3” of ¾” minus aggregate to entire road, parking areas, and campsite parking spurs.

Aggregate for surface layer shall be crushed gravel and not exceed 3/4” minus in size.

Site map indicating location will be provided by FS before work commences.

Compact aggregate with approved roller.

Contractor will coordinate with COR to affirm Engineering approval prior to beginning work.

Aggregate shall be compacted by operating spreading and hauling equipment over the full width of the travelway.

Ensure approaches to restroom, entrance station, and garbage receptacles are graded, spot filled where needed, and compacted to ensure accessibility and minimize ongoing maintenance needs.

Resurfacing circulation route to occur once asphalt pulverization is complete.

New Items to ADD Pulverize asphalt in place

0.27 miles Pulverize all existing asphalt from road, spurs, and parking areas and leave in place

Purchase and install sediment wattles

0.3 miles of wattles

Install 0.3 miles of wattles to buffer paving pulverization and all water bodies.

Sediment control measures will be implemented to prevent off-site movement of pulverized asphalt and associated sediment into all water bodies. Along the entire length of the circulation road and any other asphalted areas, weed-free wattles with biodegradable netting shall be installed between the area of work and any waterbody. These wattles will be installed pre-work, maintained during the life of the project, and remain in-tact and in-place upon completion of the project.