1240BH21Q0059_FW Excavation and Demolition Solicitation__.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

1035604

USDA-FS CSA NORTHWEST 6

1220 SW 3RD AVE

STE 310

PORTLAND OR 97204-2829

40BH

ATTN: STEVONNE FULLER

CSA#6

501 E. 5TH STREET

VANCOUVER, WA 98661

STEVONNE FULLER 360-891-5085

109/03/2021

1240BH21Q0059

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

Fremont-Winema NF Forest-wide Excavation and Demolition.

E-mail offers to stevonne.fuller@usda.gov.

Note: It is the responsibility of the offeror to ensure the offer package has been received.

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

5 50 calendar days and complete it within ________________ ________________ calendar days after receiving

09/17/2021

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

USDA-FS CSA NORTHWEST 6

1220 SW 3RD AVE

STE 310

PORTLAND OR 97204-2829

40BH

STEVONNE FULLER

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 23

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

1240BH21Q0059

WORK

Delivery: 07/05/2021

Delivery Location Code: 04P5

USDA FOREST SERVICE

FREMONT-WINEMA NF HQ

1301 SOUTH G STREET

LAKEVIEW OR 97630 US

FOB: Destination

Period of Performance: 09/23/2021 to 11/26/2021

0001 Forestwide Recreation Site Excavation & Demo

Contract

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

Sponsored by GSA

FAR (48 CFR) 53.110

USDA Forest Service 1240BH21Q0059

Fremont-Winema NF Forest-wide Demolition and Excavation

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

B-1: BID SCHEDULE

BASE ITEMS:

ITEM

NO.

DESCRIPTION

PAY

UNIT

EST.

QTY.

PRICE

TOTAL

011000(01) Aspen Cabin Rec. Site Vault Toilet Demolition, Excavation and Backfill LS 1 NA

011000(02) Rocky Point Boat Ramp Vault Toilet Demolition, Excavation and Backfill LS 1 NA

011000(03) Spring Ck. Day Use Area Flush Toilet Demolition, Excavation and Backfill LS 1 NA

011000(04)

Spring Ck. Day Use Area Well House Demolition LS 1 NA

011000(05) Spring Ck. C.G. Flush Toilet #1 Demolition and Backfill LS 1 NA

011000(06) Spring Ck. C.G. Flush Toilet #2 Demolition and Backfill LS 1 NA

011000(07) Spring Ck. C.G. Vault Toilet #1 Demolition and Backfill LS 1 NA

011000(08) Spring Ck. C.G. Vault Toilet #2 Demolition and Backfill LS 1 NA

011000(09) Oux Kanee Overlook Vault Toilet Demolition and Backfill LS 1 NA

TOTAL BASE ITEMS:

OPTION ITEM:

ITEM

NO.

DESCRIPTION

PAY

EST.

QTY.

TOTAL

011000(10) Great Meadow Sno-Park Vault Toilet #1 and Vault Toilet #2 Demolition and Backfill LS 1 NA

TOTAL OPTIONAL ITEMS:

TOTAL BASE AND OPTIONAL ITEMS:

B-2 DESCRIPTION OF BID ITEMS:

Base Bid – Item 011000(01) – Aspen Cabin Recreation Site Vault Toilet

• Bid Item includes mobilization, demolition, removal, and disposal of one (1) single-user vault toilet building, to include removal and disposal of concrete floor slab and underground vault.

• Includes pumping waste from old vault toilet.

• Includes backfilling and compacting the old vault hole.

• Includes excavation of hole for new vault toilet installation.

• Includes returning to the site at a later date to backfill around the newly installed vault toilet (new vault toilet placed in newly excavated hole by 3rd party using separate Government contract).

• Approximate size of existing vault toilet is 20 sf.

• All materials, labor and clean-up to demolish old structure, excavate new vault toilet hole and backfill around new vault toilet are considered incidental to this item.

Base Bid – Item 011000(02) – Rocky Point Boat Ramp Vault Toilet

• Bid Item includes mobilization, demolition, removal, and disposal of one (1) single-user vault toilet building, to include removal and disposal of concrete floor slab and apron, and underground vault.

• Includes excavation of hole for new vault toilet installation.

• Includes pumping waste from old vault toilet and providing handicap accessible termporary toilet.

• Includes returning to the site at a later date to backfill around the newly installed vault toilet (new vault toilet placed in newly excavated hole by 3rd party using separate Government contract).

• Approximate size of existing vault toilet is 42 sf.

• All materials, labor and clean-up to demolish old structure, excavate new vault toilet hole, backfill around new vault toilet, and temporary toilet are considered incidental to this item.

Base Bid – Item 011000(03) – Spring Creek Day Use Area Flush Toilet

• Bid Item includes mobilization, demolition, removal, and disposal of one (1) double-user flush toilet building, to include removal and disposal of concrete floor slab and septic tank.

• Includes pumping waste from old septic tank.

• Includes excavation of hole for new vault toilet installation.

• Includes backfilling and compacting the hole left by the septic tank removal.

• Includes returning to the site at a later date to backfill around the newly installed vault toilet (new vault toilet placed in newly excavated hole by 3rd party using separate Government contract).

• Approximate size of existing toilet structure is 200 sf.

• All materials, labor and clean-up to demolish old structure, remove old septic tank, excavate new vault toilet hole and backfill around new vault toilet are considered incidental to this item.

Base Bid—Item 011000(4) – Spring Creek Day Use Area Well House

• Bid Item incudes mobilization, demolition, removal, and disposal of one (1) well house building, to include removal and disposal of concrete floor slab and items contained within the well house.

• Includes removal of 12 in. diameter vertical corrugated metal pipe.

• Includes removal of 2 valve housings.

• Approximate size of existing structure structure is 50 sf.

• All materials, labor and clean-up to demolish old structure are considered incidental to this item.

Base Bid—Item 011000(5) – Spring Creek Campground Flush Toilet #1

• Bid Item includes mobilization, demolition, removal, and disposal of one (1) double-user flush toilet building, to include removal and disposal of concrete floor slab and septic tank.

• Includes pumping waste from old septic tank.

• Includes backfilling and compacting the hole left by the septic tank removal.

• Includes removal of 1 valve housing and 1 gray water riser.

• Approximate size of existing toilet structure is 200 sf

• All materials, labor and clean-up to demolish old structure and remove old septic tank are considered incidental to this item.

Base Bid—Item 011000(6) – Spring Creek Campground Flush Toilet #2

• Bid Item includes mobilization, demolition, removal, and disposal of one (1) double-user flush toilet building, to include removal and disposal of concrete floor slab and septic tank.

• Includes pumping waste from old septic tank.

• Includes backfilling and compacting the hole left by the septic tank removal.

• Includes removal of 1 valve housing and 1 gray water riser.

• Approximate size of existing toilet structure is 200 sf.

• All materials, labor and clean-up to demolish old structure and remove old septic tank are considered incidental to this item.

Base Bid—Item 011000(7) – Spring Creek Campground Vault Toilet #1 and Vault Toilet #2

• Bid Item includes mobilization, demolition, removal, and disposal of two (2) single-user vault toilet buildings, to include removal and disposal of concrete floor slabs and underground vaults.

• Includes pumping waste from old vault toilets.

• Includes backfilling and compacting the old vault holes.

• Includes removal 1 gray water riser.

• Approximate size of each existing toilet structure is 20 sf.

• All materials, labor and clean-up to demolish old structure and remove underground vault are considered incidental to this item.

Base Bid—Item 011000(8) – Spring Creek Campground and Day Use Appurtenances

• Bid Item includes mobilization, demolition, removal, and disposal of multiple appurtenances.

• Includes removal of 8 posts & spigots and attached water pipes.

• Includes remvoal of 2 valve housings.

• Incudes removal of 2 concrete block fire rings.

• Incudes removal of approx. 14 micellaneous concrete blocks.

• Includes removal of old sign foundation.

• Includes removal of old information board.

• Includes remvoal of old picnic area sign.

• All materials, labor and clean-up to remove and dispose of multiple appurtances are considered incidental to this item.

Base Bid—Item 011000(9) – Oux Kanee Overlook Vault Toilet

• Bid Item includes mobilization, demolition, removal, and disposal of one (1) single-user vault toilet building, to include removal and disposal of concrete floor slab and underground vault.

• Includes pumping waste from old vault toilet.

• Includes backfilling and compacting the old vault hole.

• Approximate size of existing toilet structure is 20 sf.

• All materials, labor and clean-up to demolish old structure and remove underground vault are considered incidental to this item.

Option Item 011000(10) – Great Meadow Sno-Park Vault Toilet #1 and Vault Toilet #2

• Bid Item includes mobilization, demolition, removal, and disposal of two (2) double-user vault toilet buildings, to include removal and disposal of concrete floor slabs, stem walls and underground vaults.

• Includes pumping waste from old vault toilet.

• Includes backfilling and compacting the old vault holes.

• Approximate size of each existing toilet structure is 150 sf.

• All materials, labor and clean-up to demolish old structures and remove stem walls and underground vaults are considered incidental to this item.

B-3 Note:

For Construction Wage Rate projects:

Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under Mobilization.

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 DESCRIPTION OF WORK

A. The intent of this project is to remove several old structures, to include buildings, slabs and foundations, waterlines and appurtenances at up to six (6) sites; to provide new excavated holes and base preparation for new vault toilets at three (3) of these sites; and backfill re-maining holes. All sites are on the Fremont-Winema National Forest.

B. Contractor must quote on all Base Items and Optional Item.

C. Three (3) base bid items require the contractor to return to backfill around new toilet vaults. The new vault toilets will be supplied by a separate contractor under a separate Government contract. It is essential to maintain close coordination with the Contracting Officer to properly schedule visits to these three sites for backfilling and compacting.

D. Contract project work includes:

1. Aspen Cabin Recreation Site Vault Toilet:

a. Demolish, remove, and dispose one (1) single unit vault toilet building (ap-prox. 4 ft. x 5 ft. x 8 ft. custom wood structure) and underground 500 gal.

steel vault.

b. Pump-out waste tank of existing vault toilet prior to demolition. After pump-ing, ensure structure is adequately closed for use until demolition.

c. Backfill and compact the old vault hole flush to adjacent grade.

d. Excavate hole for new vault toilet installation as specified in attached draw-ings at a location and orientation provided by the Contracting Officer. Ensure the excavated dimensions provide at least 12 inches around the perimeter of the excavated hole to account for space needed to mechanically compact backfill after new vault toilet is installed.

e. Compact the natural ground at the bottom of the vault excavation with a mini-mum of three (3) passes with a mechanical compactor or equivalent as ap-proved by the Contracting Officer.

f. Provide and place a layer of 6 inches of aggregate at the bottom of excavated hole to serve as a base course and compact with a mechanical compactor a minimum of two (2) passes. Provide and place a layer of 2 inches of sand on top of base aggregate to serve as a leveling course. Ensure excavated hole di-mensions are retained after aggregate/sand placement to accommodate new vault toilet installation and room for backfill compaction.

g. Improve access to new excavation location site by filling in ditch line along Forest Service Road 3615 at a location indicated by the Contracting Officer.

h. Contractor is to backfill and compact around the new structure. Backfill flush to adjacent grade around the newly installed vault toilet. Rocks larger than 6 inches in maximum dimension shall not be placed within 6 inches of the exterior vault walls. Backfill and compact in accordance with specification section 312000—Earth Moving.

i. Backfill shall be satisfactory soil material. If insufficient satisfactory exca-vated soil material is available to fill excavated void, the Contractor shall pro-vide and backfill satisfactory soil material from off-site source.

j. Remove placed material in ditch line of Forest Service Road 3615 once back-filling of vault toilet is completed. Place removed material at waste location indicated on Aspen Cabin Site map or as determined by the Contracting Of-ficer.

k. Residual excavated waste material shall be placed at waste location indicated on Aspen Cabin Site map or as determined by the Contracting Officer.

l. Aspen Cabin Recreation Site will be closed to the public during contract work.

2. Rocky Point Boat Ramp Vault Toilet:

a. Demolish, remove, and dispose one (1) single unit vault toilet building

(Romtec Model 1001) with 750 gal. polyethylene vault, to include concrete floor slab and apron.

b. Pump-out waste tank of old vault toilet prior to demolition. After pumping, ensure old vault toilet is closed for use.

c. Provide for temporary handicap accessible portable toilet at the Rocky Point Boat Ramp site for the period between the pumping/closure of the existing vault toilet and the opening of the new vault toilet. Opening of the new vault toilet will occur once backfilling around the new vault toilet has been in-spected and approved by the Contracting Officer.

d. Excavate hole for new vault toilet installation as specified in attached draw-ings at a location and orientation provided by the Contracting Officer. Ensure the excavated dimensions provide at least 12 inches around the perimeter of the excavated hole to account for space needed to mechanically compact backfill after new vault toilet is installed.

e. Avoid damaging existing retaining wall. Obtain Contracting Officer approval if need to remove portions of or the entire retaining wall in order to fully de-molish the old structure and vault and/or accommodate space for the new toi-let vault excavation.

f. Provide and place a layer of 6 inches of aggregate at the bottom of excavated hole to serve as a base course and compact with a mechanical compactor a minimum of two (2) passes. Provide and place a layer of 2 inches of sand on top of base aggregate to serve as a leveling course. Ensure excavated hole di-mensions are retained after aggregate/sand placement to accommodate new vault toilet installation and room for backfill compaction.

g. Excavated waste and/or unsuitable material shall be placed at the Fourmile Flat Quarry as indicated on the vicinity map. Fourmile Flat Quarry is located approximately 6 miles to the southwest from Rocky Point Boat Ramp just off of Oregon HWY 140.

h. Saw cut asphalt if needed to remove or replace existing asphalt to accommo-date newly excavated hole. Provide 48 hours’ notice to Contracting Officer prior to any cutting or removing of asphalt surfacing. Any damage to asphalt surfacing by the Contractor shall be repaired by the Contractor. Remove and dispose of any waste or damaged asphalt.

i. Two of the vaults will be on-site; one will be stored in a location within 5 miles of the installation site (See site maps).

j. Contractor is to backfill and compact around the new structure once directed by Contracting Officer. Backfill flush to adjacent grade around the newly installed vault toilet. Rocks larger than 6 inches in maximum dimension shall not be placed within 6 inches of the exterior vault walls. Backfill and compact in accordance with specification section 312000—Earth Moving.

k. Backfill shall be satisfactory soil material. If insufficient satisfactory exca-vated soil material is available to fill excavated void, the Contractor shall pro-vide and backfill satisfactory soil material from off-site source.

l. Limit work to normal business working hours of 8:00 a.m. to 6:00 p.m., Mon-day through Friday, or otherwise approved by the Contracting Officer. Fed-eral holidays are considered non-workdays.

3. Spring Creek Day Use Area Flush Toilet:

a. Demolish, remove, and dispose one (1) double unit flush toilet building (ap-prox. 10 ft. x 20 ft. x 8 ft. custom masonry and wood structure) to include concrete floor slab.

b. Inside includes 3 toilets, 2 sinks and 1 urinal. Outside includes 1 drinking fountain.

c. Cap all water and wastewater lines at least 6 inches below ground and outside of the space excavated for the new vault toilet.

d. Any electrical line encountered during building demolition and/or vault toilet excavation shall be cut below ground and outside of the space excavated for the new vault toilet, and abandon in place.

e. Pump-out septic tank prior to demolition. Waste in the tank may need to be rehydrated due to prolonged period of being out of service.

f. Remove and dispose of existing septic tank servicing the old flush toilet building. Abandon in place wastewater/septic lines that do not interfere with new vault toilet excavation.

g. Remove and dispose of approx. 2 ft. diameter concrete valve housing immedi-ately in front of restroom.

h. Backfill and compact the old septic tank hole flush to adjacent grade.

i. Excavate hole for new vault toilet installation as specified in attached draw-ings at a location and orientation provided by the Contracting Officer.

Ensure the excavated dimensions provide at least 12 inches around the perimeter of the excavated hole to account for space needed to mechanically compact backfill after new vault toilet is installed.

j. Provide and place a layer of 6 inches of aggregate at the bottom of excavated hole to serve as a base course and compact with a mechanical compactor a minimum of two (2) passes. Provide and place a layer of 2 inches of sand on top of base aggregate to serve as a leveling course. Ensure excavated hole di-mensions are retained after aggregate/sand placement to accommodate new vault toilet installation and room for backfill compaction.

k. Once new toilet vault has been installed Contractor is to backfill and compact around the new structure once directed by Contracting Officer. Backfill flush to adjacent grade around the newly installed vault toilet. Rocks larger than 6 inches in maximum dimension shall not be placed within 6 inches of the exterior vault walls. Backfill and compact in accordance with specification section 312000—Earth Moving.

4. Spring Creek Day Use Area Well House:

a. Demolish, remove, and dispose metal well house structure (approx. 6 ft. x 8

ft. x 8 ft. custom metal/timber structure) and concrete floor slab, as well as all items contained by the well house.

b. Cap water lines at least 6 inches below ground and abandon in place.

c. Any electrical line encountered during building demolition shall be cut below ground and abandon in place.

d. Remove and dispose of approx. 12 in. diameter vertical corrugated metal pipe, mostly buried in the ground, vicinity of well house.

e. Remove and dispose of two (2) approx. 2 ft. x1 ft. plastic valve cover/housing across the road from the wellhouse and adjacent to the road.

f. Do not remove, damage, or disturb metal well casing.

5. Spring Creek Campground Flush Toilet #1:

prox. 10 ft. x 20 ft. x 8 ft. custom wood structure) to include concrete floor slab.

b. Inside includes 3 toilets, 2 sinks and 1 urinal. Outside includes 1 drinking fountain.

c. Cap all water and wastewater lines at least 6 inches below ground. Abandon in-place water and wastewater/septic lines.

d. Any electrical line encountered during building demolition shall be cut below ground and abandoned in place.

e. Pump-out septic tank prior to demolition. Waste in the tank may need to be rehydrated due to prolonged period of being out of service.

f. Remove and dispose of existing septic tank servicing the old flush toilet building.

g. Backfill and compact the old septic tank hole flush to adjacent grade.

h. Backfill shall be satisfactory soil material. If insufficient satisfactory exca-vated soil material is available to fill excavated void, the Contractor shall pro-vide and backfill satisfactory soil material from off-site source.

i. Remove and dispose of approx. 2’ diameter concrete valve housing immedi-ately in front of the restroom, and a green-colored gray water riser approxi-mately 30’ from the restroom.

6. Spring Creek Campground Flush Toilet #2:

prox. 10 ft. x 20 ft. x 8 ft. custom wood structure) to include concrete floor slab.

b. Inside includes 3 toilets, 2 sinks and 1 urinal. Outside includes 1 drinking fountain.

c. Cap all water and wastewater lines at least 6 inches below ground. Abandon in-place water and wastewater/septic lines.

d. Any electrical line encountered during building demolition shall be cut below ground and abandoned in place.

e. Pump-out septic tank prior to demolition. Waste in the tank may need to be rehydrated due to prolonged period of being out of service.

f. Remove and dispose of existing septic tank servicing the old flush toilet building.

g. Backfill and compact the old septic tank hole flush to adjacent grade.

h. Backfill shall be satisfactory soil material. If insufficient satisfactory exca-vated soil material is available to fill excavated void, the Contractor shall pro-vide and backfill satisfactory soil material from off-site source.

i. Remove and dispose of approx. 2 ft. diameter concrete valve housing immedi-ately in front of the restroom, and a green-colored gray water riser approxi-mately 10 ft. from the restroom.

7. Spring Creek Campground Vault Toilet #1 (Mens) and Vault Toilet #2 (Womens):

a. Demolish, remove, and dispose two (2) single unit vault toilet buildings (ap-prox. 4 ft. x 5 ft. x 8 ft. custom wood structure) each with 500 gal. steel vault.

Remove and dispose the toilet buildings as well as 4 in. concrete floor slab.

Demolish and remove the vaults.

b. Pump-out waste tank of old vault toilets prior to demolition. Waste in the tank may need to be rehydrated due to prolonged period of being out of service.

After pumping, ensure old vault toilets are closed for use.

c. Backfill and compact the old vault toilet holes flush to adjacent grade.

d. Backfill shall be satisfactory soil material. If insufficient satisfactory exca-vated soil material is available to fill excavated void, the Contractor shall pro-vide and backfill satisfactory soil material from off-site source.

e. Remove and dispose of a green-colored grey water riser as well as partially buried 4 in. x 4 in. wood post perimeter.

8. Spring Creek Campground and Day Use Area Appurtenances:

a. Within the Day Use Area along the parking area/road, remove and dispose of three (3) 4 in. x 4 in. spigot posts with attached 1 in. water pipe and associated 4 in. x 4 in. wooden perimeter that is approximately 3 ft. x4 ft. and partially buried in the ground. Furthermore, remove and dispose of approximately 2 ft.

diameter round concrete valve cylinders partially buried in the ground, located near the 4 in. x4 in. posts/spigots.

b. Remove and dispose of two (2) concrete block fire rings constructed of 5 to 6 approx. 2 ft. x 2 ft. x 3 in. blocks. One is located at the end of the road before it loops back around to the restroom, and one is located a couple hundred feet from the restroom, on the flat bluff somewhat above Spring Creek/Oux Kanee Spring.

c. Remove and dispose of approx. six (6) 2 ft. x 2 in. x 6 in. concrete blocks scattered throughout the mostly flat Day Use Area, all within 200 ft. of the existing restroom.

d. Throughout the Campground, located just off the roads, remove and dispose of five (5) 4 in. x 4 in. spigot posts with attached 1 in. water pipe and associ-ated 4 in. x 4 in. wooden perimeter around each spigot that is approximately 3

ft. x 4 ft. and partially buried in the ground. Furthermore, remove and dispose of associated approx. 2 ft. diameter round concrete valve cylinders partially buried in the ground, located near the 4 in. x 4 in. posts/spigots.

e. Excavate, remove and dispose of four (4) approx. 6 in. square concrete blocks with rebar sticking out the middle, located at Campground site #4.

f. Excavate, remove and dispose of four (4) approx. 6 in. square concrete blocks located on edge of road vic. flush toilet #2.

g. Remove and dispose of foundation from old Spring Creek Campground sign along Forest Service Road 9732 across from the entrance of the closed campground.

h. Remove and dispose of old plywood information board with 6 in. x 6 in. posts located near well house.

i. Remove old “Winema National Forest Spring Creek Picnic Area” sign.

j. Cap all water lines at least 6 inches below ground and abandon in place.

9. Oux Kanee Overlook Vault Toilet:

a. Demolish, remove, and dispose one (1) single unit vault toilet building (ap-prox. 4 ft. x 5 ft. x 8 ft. custom wood structure) with 500 gal. steel vault. Re-move and dispose the toilet building as well as 4 in. concrete floor slab. De-molish and remove the vault.

b. Pump-out waste tank of old vault toilet prior to demolition. After pumping, ensure old vault toilet is closed for use.

c. Backfill and compact the vault hole flush to adjacent grade.

d. Backfill shall be satisfactory soil material. If insufficient satisfactory exca-vated soil material is available to fill excavated void, the Contractor shall pro-vide and backfill satisfactory soil material from off-site source.

10. Great Meadow Sno-Park Vault Toilet #1 (South) and Vault Toilet #2 (North)

(OPTION ITEM):

a. Demolish, remove, and dispose two (2) double unit vault toilet buildings (ap-prox. 150 sqft. each) with two 750 gal. vaults. Remove and dispose the toilet building as well as the concrete floor slab and stem wall. Demolish and re-move the vault.

b. Pump-out waste tank of old vault toilets prior to demolition. After pumping, ensure old vault toilets are closed for use.

c. Saw cut asphalt if needed to remove vault toilets. Coordinate with the Con-tracting Officer prior to any cutting or removing of asphalt surfacing. Any damage to asphalt surfacing by the Contractor shall be repaired by the Con-tractor. Remove and dispose of any waste or damaged asphalt.

d. Any electrical line encountered during building demolition and/or vault toilet excavation shall be cut below ground and abandon in place.

e. Backfill and compact the vault holes flush to adjacent grade and shape to ad-jacent grade.

f. Backfill shall be satisfactory soil material. If insufficient satisfactory exca-vated soil material is available to fill excavated void, the Contractor shall pro-vide and backfill satisfactory soil material from off-site source.

C.2 PROJECT LOCATION

A. The project is located on the Lakeview Ranger District, the Klamath Ranger District, and the Chiloquin Ranger District of the Fremont-Winema National Forest. See site maps for reference. Below are the lat/long coordinates to each site:

11. Aspen Cabin Recreation Site: (42.290964, -120.193501)

2. Rocky Point Boat Ramp: (42.478170, -120.087118)

3. Spring Creek Day Use Area: (42.668401, -121.886693)

4. Spring Creek Campground: (42.670642, -121.889257)

5. Oux Kanee Overlook: (42.668614, -121.874756)

6. Great Meadow Sno-Park: (42.395984, -122.195121)

C.3 PRICE RANGE

The Government estimate is between $25,000 and $100,000.

C.4 APPLICABLE SPECIFICATIONS

The specifications shown in the specification listing contained in the attachments are applicable to this contract. All specifications not included in the specification listing but referenced by listed specifications, are applicable. The specifications shown on the specification list are physically attached.

C.5 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS (FEB 1988)

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except otherwise specified), to perform the Statement of Work/Specifications referenced in

Section J.

C.6 AGAR 452.211-73 Attachment of Statement of Work/ Specifications (FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

C.7 PRE-BID CONFERENCE OR TOURS

There will be no Pre-Bid tour of formal site visit for this project. It is strongly recommended that potential bid- ders visit the sites in person.

The Contractor acknowledges that they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

SECTION D--PACKAGING AND MARKING

{For this Solicitation, there are NO clauses in this Section}

SECTION E--INSPECTION AND ACCEPTANCE

E.1 FAR 52.252-2 Clauses Incorporated by Reference (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): www.arnet.gov/far/

52.246-12 Inspection of Construction (AUG 1996)

E.2 INSPECTION AND ACCEPTANCE (AGAR 452.246-70) (FEB 1988)

(a) The Contracting Officer or the Contracting Officer's duly authorized representative will inspect and accept the supplies and/or services to be provided under this contract.

(b) Inspection and acceptance will be performed at* the project site.

E.3 INSPECTION AND TESTING PERFORMED BY GOVERNMENT

The Government will perform sampling, testing and inspection of work in progress where these responsibilities are not expressly assigned to the Contractor by the Forest Service specifications or by the Special Project Specifications.

http://www.arnet.gov/far/

SECTION F--DELIVERIES OR PERFORMANCE

F.1 FAR 52.252-2 Clauses Incorporated by Reference (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): www.arnet.gov/far/

52.242-14 Suspension of Work (APR 1994)

F.2 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984)

The Contractor shall be required to (a) commence work under this contract within _10__ calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than November 15,2021 or 45 days after Notice to Proceed. The time stated for completion shall include final cleanup of the premises, final completion of punch list items, and de-mobilization.

Note: Work is estimated to start September 21, 2021.

F.3 MAXIMUM WORKWEEK – CONSTRUCTION SCHEDULE (AGAR 452.236-75) (NOV 1996)

Within 5 working days after receipt of the notice to proceed, the Contractor must submit the following information in writing for approval:

(a) A schedule as required by FAR clause 52.236-15, Schedules for Construction Contracts, and

(b) The hours (including the daily starting and stopping times) and days of the week the Contractor proposed to carry out the work.

The maximum workweek that will be approved is Monday through Friday, 6:00 a.m. to 7:00 p.m.

Submit the Project Work Schedule on or before the date of the post-award conference. Federal holidays are considered non-work days.

F.4 BIO PREFERRED PRODUCT PERFORMANCE REQUIREMENTS SUMMARY

Required Service - Ensure the mandatory purchasing & use of biobased products.

Performance Indicator – Quantitative Factor Performance Standard - Contractor compliance with FSIRA, EO 13423, and FAR Surveillance Methodology – 100% Inspection

AQL – 100%

Deduction – 5% http://www.arnet.gov/far/

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 CONTRACT RELEASE

When submitting final payment, Contractor shall provide a signed and dated contract release that includes the following information: "In consideration of receipt of final payment in the amount of $______ Contractor hereby releases the United States of America from any and all obligations arising under this contract and any modifications thereof except as reserved herein.

Reservations:______________"

G.2 PAYMENT – INVOICE PROCESSING PLATFORM

Partial and final payments will be made upon receipt and approval of a suitable invoice in the Invoice Processing Platform (IPP) system.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 CLEANING OF EQUIPMENT

Cleaning of Off-Road Equipment used by the contractor for contract work shall be conducted outside the boundary of any National Forest Service land prior to moving each piece of equipment onto the project. The Contractor shall notify the Forest Service prior to moving each piece of equipment onto the project. Upon request from the Forest Service, arrangement will be made for the Forest Service to inspect each piece of equipment prior to it being placed in to service. The Contractor shall use cleaning methods necessary to ensure equipment is free of all attached mud, dirt, plant parts and seeds. If noxious weeds are present at a project site, cleaning may also be required before moving between locations within the same project. These measures will assist to prevent the introduction/spread of the seeds of noxious weeds onto National Forest land. The Contractor shall certify in writing, compliance with the above requirements. “Off-Road Equipment” includes all machinery other than log trucks, chip vans, pickup trucks or vehicles used to transport personnel on a daily basis.

H.2 TRAFFIC, CONTROL, BARRICADES, WARNING SIGNS, AND OTHER DEVICES

The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, flaggers, pilot cars, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Suitable warning signs shall be provided to properly control and direct traffic. All operations shall conform to the current requirements and guidelines of the Occupational Safety and Health Administration (OSHA) and the Manual of Uniform Traffic Control Devices (MUTCD).

The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points, where the new work crosses or coincides with an existing road or trail.

H.3 CONTRACTOR’S REPRESENTATION & RESPONSIBILITY

A. In making formal request for substitution the Contractor represents he/she:

1. Have investigated proposed product and determined that it is equal to or superior in all respects to that originally specified.

2. Will provide same warranties and bond for substitute as for originally specified product.

3. Will coordinate installation of accepted substitution into the work, and will make such changes as may be required for the work to be complete in all respects.

4. Will waive claims for additional costs caused by substitution, which may subsequently become apparent.

5. Cost data is complete and includes related costs under the contract, but not:

a. Costs under separate contracts.

b. Contracting Officer costs for redesign or revision of contract documents.

B. The Contractor assumes full responsibility that the substitution and/or alternate items or procedures proposed will meet the job requirements.

C. The Contractor is solely responsible for the cost of redesign and modifications to this and other parts of the work caused by the substitutions or alternates furnished.

H.4 LANDSCAPE PRESERVATION

(a) Work Within Project Boundaries:

The Contractor shall confine operations to within the clearing limits, immediate work area, or other areas designated in the contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer.

The Contractor shall take care to maintain the natural surroundings within and adjacent to this project undamaged, and shall conduct the work at all times in compliance with the following requirements.

(b) Soil Erosion and Soil/Water Contamination:

Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, lakes, reservoirs, and other surface waters.

(1) Wash water or waste from concrete, aggregate or other operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

(2) Mechanized equipment shall not be operated in live streams without written approval by the Contracting Officer.

(c) Hazardous Material:

No petroleum products or other hazardous substances shall be released on or into land or rivers, streams, impoundments or other waters, or into natural or manmade channels leading thereto or there from. Servicing of all equipment shall be done only in the areas approved by the Contracting Officer. The Contractor shall transport off government lands all waste oil, vehicle oil filters (drained of free-flowing oil), and oily rags and shall dispose of such materials in accordance with applicable State and Federal regulations.

(1) The Contractor shall prepare and implement a Spill Prevention Control and Countermeasures (SPCC) Plan. Such plan shall meet applicable EPA requirements (40 CFR 112). This plan shall include notification of appropriate state and local officials, the Contracting Officer and other appropriate agencies.

(2) At all on-site work areas (including Contractor storage, transfer, fueling, mixing sites, etc., for oil, oil products or any hazardous materials), the Contractor shall take appropriate preventive measures to insure that any release of hazardous products does not enter any stream or other waters of the United States or any of the individual States and shall conform to the federal, state and local regulations. Planned spill containment locations in stream courses shall be established prior to commencement of work activities. These locations will be reviewed by the Contracting Officer or representative. When deemed appropriate, additional planned preventive measures shall be established for review by the Contracting Officer or representative.

(3) The Contractor, acting independently, shall immediately take action to notify the appropriate agencies including the Contracting Officer, and to contain and clean up, without expense to the Government, all petroleum products or other hazardous substance releases which are on or in the vicinity of the project and which are caused by the Contractor's employees, directly or indirectly. The Contractor shall have the necessary materials on site to contain a spill which may occur on land or within live streams as appropriate for any potential flow conditions likely to occur. This may require absorbent pads and/or booms, or other containment devices. In the event the Government determines that additional resources beyond those of the Contractor's are required, the Contractor may be held liable for all damages and costs including, but not limited to additional labor, subsistence, equipment, supplies, and transportation deemed necessary by the Government for the containment and clean-up of petroleum products or other hazardous substance releases caused by Contractor's employees or resulting from or related to construction operations.

(4) The Contractor shall notify the Contracting Officer of any hazardous materials to be used on the job and shall have Material Safety Data Sheets (MSDS) for those materials available on the job.

The Contractor shall give attention to the effect of contract operation upon the landscape,

a. Prevention of the Landscape Defacement. The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawns, or other natural features or any other improvements in the work area unless specifically authorized by the Contracting Officer. Unless otherwise provided herein, the Contractor shall confine contract operations to within the areas designated in contract documents.

b. Protection of Streams, Lakes, and Reservoirs. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes, small ponds, and reservoirs with fuels, oils, bitumens, calcium chloride, silt, or other harmful materials. Mechanical equipment shall not be operated in live streams without written approval of the Contracting Officer.

H.5 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is in compliance with reasonable and customary manufacturing and construction tolerances.

A. Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

B. The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

C. Government inspections and tests are for the sole benefit of the Government and do not--

1. Relieve the Contractor of responsibility for providing adequate quality control measures;

2. Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

3. Constitute or imply acceptance; or

4. Affect the continuing rights of the Government after acceptance of the completed work under paragraph (I) below.

D. The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

E. The Contractor shall promptly furnish, without additional charge, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

F. The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

G. If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

H. If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

I. Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

H.6 SUSPENSIONS FOR OTHER THAN GOVERNMENT’S CONVENIENCE

The Contracting Officer may issue orders to suspend the work wholly or in part for such period of time as deemed necessary because of: (1) Weather or ground conditions when further prosecution of the work might cause environmental or resource damage to the project, access roads to the project, or adjacent property. Such action would include but not be limited to instances such as siltation of streams, damage to access roads, rutting of project roads which causes otherwise suitable soils to become muddy or unsuitable; or (2) Failure of the Contractor to comply with Specifications such as but not limited to placement of frozen material in fills, placing of asphalts at temperatures lower than those…