quote doc and clauses.pdf

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS 1. REQUISITION NUMBER PAGE 1 OF 51

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, & 30

2. CONTRACT NO. 3. AWARD/EFFECTIVE 4. ORDER NUMBER 5. SOLICITATION NUMBER 6. SOLICITATION ISSUE

DATE

12444521Q0006

DATE

1/28/21

a. NAME b. TELEPHONE NUMBER(No collect 8. OFFER DUE DATE/

7. FOR SOLICITATION Roger Manning calls) 812-275-5987 LOCAL TIME INFORMATION CALL: 3/5/21 1100a.m. e.s.s.t.

9. ISSUED BY CODE 10. THIS ACQUISITON IS

Hoosier National Forest UNRESTRICTED OR SET ASIDE:100 % FOR SMALL BUSINESS.

811 Constitution Ave EMERGING SMALL BUSINESS

Bedford, IN 47421 HUBZONE SMALL

NAICS: 238910 BUSINESS

SERVICE-DISABLED VETERAN- 8(A)

SIZE STANDARD: $15mil OWNED SMALL BUSINESS

11. DELIVERY FOR FOB

DESTINATION UNLESS BLOCK

IS MARKED

SEE SCHEDULE

12. DISCOUNT TERMS 13a. THIS CONTRACT IS A RATED

ORDER UNDER DPAS (15 CFR 700)

13b. RATING

14. METHOD OF SOLICITATION

XX RFQ IFB RFP

15. DELIVER TO CODE

16. ADMINISTERED BY CODE

17a. CONTRACTOR/ CODE FACILITY

OFFEROR CODE

18a. PAYMENT WILL BE MADE BY CODE

IPP

TELEPHONE N0.

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT SUCH ADDRESS

IN

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a UNLESS BLOCK BELOW

OFFER IS CHECKED

SEE ADDENDUM

19. 20. 21. 22. 23. 24.

ITEM N0. SCHEDULE OF SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

Furnish all labor, materials, supervision, permits, tools, and equipment required to provideGerman Ridge trail rehabilitation services on the Tell City Ranger District, Perry County, IN.

Emailed submissions are preferred to:

roger.manning@usda.gov No fax submissions will be accepted.

(Use Reverse and/or Attach Additional Sheets as Necessary)

25. ACCOUNTING AND APPROPRIATION DATA

26. TOTAL AWARD AMOUNT (For Govt. Use Only)

X 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1, 52.212-4. FAR 52.212-3 AND 52.212-5 ARE

ATTACHED. ADDENDA

ARE ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED.

ADDENDA

ARE ARE NOT ATTACHED

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

29. AWARD OF CONTRACT: REF. OFFER

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON

ANY

DATED .. YOUR OFFER ON SOLICITATION

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED (BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS: ____________________

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a. UNITED STATES OF AMERICA (SIGNATURE OF CONTRACTING OFFICER)

30b. NAME AND TITLE OF SIGNER (Type or print) 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER (Type or print) 31c. DATE SIGNED mailto:roger.manning@usda.gov

TIN#_________________ DUNS#_________________ Are you registered is SAM? Y N

Email:______________________ Phone__________________ Fax____________

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

Title Description Estimated

Quantity Unit Unit Price Total Price

Base Items

Area 1 and 2 Aggregate

INDOT #73’s

Provide and place Aggregate meeting INDOT #73 limestone aggregate standards at a depth of at least 6” per location on enclosed map or as directed by COR. Aggregate to be crowned and equipment compacted.

1100 TON $_______ $____________

and 2

Tread Maintenance (Moderate- Heavy)

Maintain Trail Tread, including pulling in material from berms and reincorporating into tread, re-establishing existing drain dips where staked, correcting erosion damage, drainage systems and crossings, reconstructing ditches and constructing side ditches where staked, removing stumps that are in trail tread (see map of “Area 2” for stump locations.)

12 1/10 mile $_______ $____________

Dips (Install, New)

Install Drainage dips where staked by COR or as shown on drawings. This item will be used for the construction of new dips and outlet ditches and will include placement of geotextile fabric over dips. See description of work for geotextile requirements.

61 Each $_______ $____________

Dips (Reestablish, Existing)

Reestablish existing drainage dips where staked by COR or as shown on drawings. This item will be used for the reconstruction of existing dips and outlet ditches and will include placement of geotextile fabric over dips. See description of work for geotextile requirements.

14 Each $_______ $____________

Construct Ditches

Construct trail side ditches and leadoff ditches as described in the Description of Work and where staked to ensure proper drainage.

150 LNFT Included in Tread Maintenance

Included in Tread Maintenance (See base item.)

Existing Drainage (Clear and Harden)

Clear existing drainage of accumulated soil and materials, extend drainage to downhill side of trail, compact trail tread through drainage to accommodate heavy flow at drainage crossings where staked by COR. Drainage to be equipment compacted after clearance, and hardened with equipment compacted gravel.

5 Each Included in Tread Maintenance

Included in Tread Maintenance (See base item.)

Separation Geotextile

Provide and place geotextile meeting requirements of FP-03 table 714.2 Type II-C as per manufactures specifications. This item is to be used for underdraining and as separation between soil and aggregate on all dips and drainage structures. Fig. 912-2)

13,500 Square Feet $_______ $____________ and 2 Mobilization

Costs associated with moving equipment to project area. Including weed wash/equipment cleaning of all equipment brought near and on the project area.

1 Lump Sum -- $____________

Title Description Estimated Quantity Unit Unit

Price Total Price

Staging Areas, Access Routes, Impacted Areas

Seed/Mulch and Rehabilitation

Reestablish and rehabilitate impacted areas, access routes, and staging areas to original condition where disturbed by project activity; Access routes blocked with natural vegetation where they meet existing trail; “Hoosier Blend” seed mix spread on impacted areas and at staging area; straw spread on seeded areas.

0.5 Acre $_______ $____________

Total: $_____________

The North American Industry Classification System (NAICS) code for this acquisition is 238910 and is set-aside for Small businesses.

Service rates apply to this acquisition.

BASIS OF AWARD: Award will be made to the lowest responsive and responsible Contractor whose quote is technically acceptable. The information you provide in the Experience Questionnaire is equal to price or cost.

All equipment and trailers shall be washed with all mud, debris, weeds, grasses, and seeds removed prior to being allowed on the project. Mower decks and equipment shall be cleaned of grasses, weeds, and seeds prior to leaving one dam area and moving to another. The Forest Service shall inspect all equipment prior to being unloaded off the transport vehicle.

Performance period is three months beginning approximately July 6, 2021.

Scope and Statement of Work

The contractor shall provide for all labor, listed materials, supplies, equipment, transportation, supervision ancillary services, and all other necessary items for the satisfactory completion of this project. Work shall be performed in complete compliance with all Scope of Work statements, negotiated descriptions, plans, drawings, and specifications issued. Work will consist of providing and placing INDOT #73 limestone aggregate, rehabilitating the trail through both moderate and heavy maintenance procedures, ditching along trails to allow for proper drainage, constructing new rolling grade dips and reestablishing existing grade dips, providing and placing geotextile material on constructed dips prior to aggregate placement, clearing and hardening existing drainage crossings and stump removal. See “Description of Work” for further details. Work is anticipated to begin on July 6th, 2021 and last for three months.

Staging Area(s): Aggregate can be stockpiled for project use in three areas: in the Carter Bottoms Parking Area (off Gerald Road); in the project area at the intersection of German Ridge Trails 101.30 and 101.40; adjacent to the designated access route from German Ridge Road. The contractor will rehabilitate staging areas to original conditions at the end of the project to include aggregate removal, incorporating aggregate into trail tread or parking area where directed by C.O.R., and spreading of “Hoosier Blend” seed mix where soil has been disturbed.

1. Carter Bottoms Parking Area (off Gerald Road): Stockpile may be placed where designated, or where placement does not block gate, interfere with public parking or otherwise affect public use of the parking area, trailhead or amenities (signboard, hitching posts, etc.)

a. No more than 80 tons aggregate may be stockpiled in this area at one time.

b. Moving gravel from this location may be done using tracked hauler only. No larger vehicles will be permitted across Murmer Creek. Contractor will make best effort to avoid aggregate-to-stream contamination.

2. Intersection, German Ridge Trails 101.30 and 101.40: Stockpile may be placed here using tracked hauler (from Carter Bottoms) or short truck (from West

Popp Road). Stockpile may not block visibility of any signposts or directional markers at this intersection.

a. No more than 40 tons aggregate may be stockpiled in this area at one time.

3. Access Route/Staging Area (off German Ridge Road): Stockpile may be placed in designated area.

a. No more than 60 tons aggregate may be stockpiled in this area at one time.

Access Routes: Access routes from stockpile areas will remain within the existing trail corridor and will be traveled by tracked hauler only, with exceptions noted below. C.O.R. or other designated USFS personnel will make best effort to remove vegetation and downed debris that would impede tracked hauler movement.

1. Access Route/Staging Area (off German Ridge Road): Access route from stockpile area to trail corridor will be cleared of trees, saplings and other vegetation. Route will be clearly marked with flagging. Access to contract personnel, excavator and tracked hauler only.

a. Contractor will rehabilitate this area to original conditions, spreading “Hoosier Blend” seed mix and correcting soil disturbance upon completion of project.

b. Contractor will place natural barricades (logs, slash, debris) where access route meets trail corridor and where access route meets staging area to block public use and minimize appearance.

c. If aggregate must be placed along access route outside of the designated project area, C.O.R. must be contacted in advance.

2. “West” Popp Road: This gated road will be cleared of downed trees which might impede vehicle travel. Access to contract personnel, tracked hauler, excavator and short truck only.

a. Contractor will close and lock gate when West Popp Road is not being used.

b. Contractor will close gate when not being used for ingress or egress.

c. If aggregate must be placed along access route outside of the designated project area, C.O.R. must be contacted in advance.

Mobilization: Mobilizing equipment and personnel to project site from business location. Including weed wash of all equipment brought onto the project area.

Equipment to be inspected before equipment is placed on trail.

Historical Artifacts/Locations/Remains: Contractor will cease work and immediately contact C.O.R. if historical artifacts are found to include: objects believed to be from before the 1970s; historic homesteads or foundations; cemeteries, grave markers or other indications of burial sites; human remains or personal belongings.

Description of Line Items: Individual items of work are described in detail below. C.O.R. may request deviations in direction, degree of outslope, or other specifications as required. All numbers preceding line items (represented as XXXX: ) represent distance in feet from beginning mile post of trail section.

Aggregate; INDOT #73’s: Provide and place aggregate meeting INDOT #73 limestone aggregate standards at a depth as staked or as directed by the C.O.R. and at a maximum width of 6 feet.

Rolling Grade Dips (Drain Dips): These items will be staked by USFS personnel and shall be constructed per specs found in Rolling Dip (fig. 912-5) to direct water off the trail, constructed with outlet ditches to provide positive water flow. Outlet ditches should extend up to 30 feet off-trail to downhill side or until reaching natural drainage or where directed by C.O.R. Each dip shall be under-layered with 6-ounce non-woven geo-textile fabric, provided and placed by the contractor at their expense, and capped with at least 6 inches deep of INDOT #73 aggregate. The contractor shall provide their own equipment for the construction of dips. Each dip shall receive approx. 100 square feet of geo-fabric (approx. 5 feet wide by 20 feet long).

*Tread maintenance, moderate to heavy, will occur throughout work areas 1 and 2 and will be clearly staked at start/stop points and where conditions change. These areas will be well defined and will not exceed the prescriptions in the “Schedule of Items” but may deviate from the attached maps as trail conditions change. Designation as either moderate or heavy maintenance is determined by existing trail conditions.

Moderate Tread Maintenance*: This work is required within the “trail corridor” (see Clearing Limits, 911-1). Maintain trail tread, including pulling in material from undesirable berms and reincorporating into tread and correcting damage that corrupts drainage pattern. The work will include reshaping the trail to the original insloped (3-5%), outsloped (3-5%) condition and controlling surface drainage to prevent further degradation of the trail. New tread will be equipment compacted, crowned (level tread), insloped (where side ditching is required) and outsloped to match original trail tread and adjacent terrain.

Heavy Tread Maintenance*: This work is required within the “trail corridor” (see Clearing Limits 911-1). This item will be used for heavily damaged trail tread that would require slightly more time than moderate maintenance to return to original condition. Heavy maintenance will include areas that are deeply rutted, have large waterholes and where drainage has been significantly changed. In all cases the trail is still defined. Heavy tread maintenance will include the following: Remove and reshape berms as needed(see Existing Trail Rehab 915-1), pulling in material from undesirable berms and reincorporating into tread, removing a total of 10 stumps, correcting damage that corrupts drainage pattern, reshaping the trail to the original insloped/outsloped condition, controlling surface drainage to prevent further degradation of the trail, repairing/smoothing ruts, crowning the tread in flat areas by pulling in berm material, creating out-sloped tread at 3-5%, creating in-sloped tread of 3-5%, crowning the tread at 3-10% (see Tread Prism 913-1), removing rip-able rock from the tread and removing any pre-existing downed woody material from the trail corridor.

Construct Ditches: Construct trail side ditches and leadoff ditches as staked to direct positive water flow. Suitable material that is excavated can be used to construct drain dips and fill in ruts on the trail. Unsuitable material must be scattered off trail and away from ditches (See Ditch Construction 912-1).

Additional Notes:

The contractor shall also repair any ruts or other damage caused by equipment wherever that equipment is used--at the contractor’s expense. This repair shall include but is not limited to haul/access routes. Repairing includes but is not limited to; smoothing ruts, filling ruts with native material, and seeding and mulching the disturbed areas using “Hoosier Seed Mix” (see attachment).

Aggregate shall be placed at a width no greater than 6 feet wide and shall be crowned and equipment compacted, so that no ruts or other issues remain at the completion of the project.

Any aggregate that is requested to be placed on a haul route must be authorized by the C.O.R. first. The contractor is required to contact the C.O.R., provide location details, and provide an estimate of tonnage required. The C.O.R. shall inspect the area in-person before any aggregate placement will occur/not occur in these areas.

Contractor shall not perform work during the 1st and 2nd weekend (Saturday and Sunday) of Indiana’s Firearm Deer season in Nov.

The Contractor shall post signs warning the public of work in progress.

If any unforeseen wet areas are present before or during construction, the Government may provide geotextile to be placed by the contractor, at the contractor’s expense, and covered with aggregate as directed by the C.O.R. The Government will provide the material for the area of need and the contractor shall transport, place and cap it as directed by the C.O.R.

The Contractor shall inform the C.O.R. and allow time for inspection of any tread work that is completed before aggregate placement shall begin on that section of the project.

German Ridge, Area 1: 101.3 (Section)

4920: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

4962: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5113: Clean out and harden existing drainage, outsloping drainage to accommodate flow. Clear outlet to 30’ from trail.

5137: Clean out and harden existing drainage, outsloping drainage to accommodate flow. Clear outlet to 30’ from trail.

5167: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5217: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5264: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5363: Clean out and harden existing drainage, outsloping drainage to accommodate flow. Clear outlet to 30’ from trail.

5542: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5591: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5651: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5733: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5826: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5859: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5919: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

5997: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6068: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6085: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6068-6139: Install side ditch to specifications to direct flow off-trail. Length of ditch and side of trail will be staked by C.O.R. Roots, removable stone, and other debris to be removed by contractor. Useable material from ditching may be incorporated into adjacent dips and trail tread. Non-useable material to be dispersed off-trail.

6111: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6500: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6557: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6629: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6741: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6861: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

6951: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

7039: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

7090: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

7176: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

7345: Clean out and harden existing drainage, outsloping drainage to accommodate flow. Clear outlet to 30’ from trail.

7395: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

7443: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

7610: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

7693: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

German Ridge, Area 1: 101.4 (Section)

666: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

762: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

926: Mound soil to create gradient change to the specifications of a rolling grade dip without outlet. Add aggregate to a depth no less than 6”.

1224: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

1480: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

1636: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

1678: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

1765: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

1819: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Create outlet connecting to side ditch. Armor dip with no less than 6” (depth) aggregate.

1868: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

1933: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

German Ridge, Area 2: 101.4 (Section)

11549: Remove stump from trail tread as part of heavy maintenance. Trail tread should be returned to standard as specified above and in supporting documents. All pieces of stump to be discarded off trail.

11776: Remove stump from trail tread as part of heavy maintenance. Trail tread should be returned to standard as specified above and in supporting documents. All pieces of stump to be discarded off trail.

11902: Remove stump from trail tread as part of heavy maintenance. Trail tread should be returned to standard as specified above and in supporting documents. All pieces of stump to be discarded off trail.

12233: Remove stump from trail tread as part of heavy maintenance. Trail tread should be returned to standard as specified above and in supporting documents. All pieces of stump to be discarded off trail.

12618: Remove stump from trail tread as part of heavy maintenance. Trail tread should be returned to standard as specified above and in supporting documents. All pieces of stump to be discarded off trail.

12930: Remove stump from trail tread as part of heavy maintenance. Trail tread should be returned to standard as specified above and in supporting documents. All pieces of stump to be discarded off trail.

13326-13396: Install 70’ linear, side ditching on uphill side of trail, increase inslope of trail tread to accommodate draining until trail meets turn. Clean existing drainage.

13388: Reshape existing rolling grade dip to match specifications of “new” grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Clear and reshape outlet to downhill side of trail until outlet reaches natural drain. Armor dip with no less than 6” (depth) aggregate.

13468: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

13493: Remove stump from trail tread as part of heavy maintenance. Trail tread should be returned to standard as specified above and in supporting documents. All pieces of stump to be discarded off trail.

13569: Clean out and harden existing drainage, outsloping drainage to accommodate flow. Clear outlet to 30’ from trail.

13648: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

13704: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

13750: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

13824: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

13897: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

13897: Remove stump from trail tread as part of heavy maintenance. Trail tread should be returned to standard as specified above and in supporting documents. All pieces of stump to be discarded off trail.

13980: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

14038: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

14821: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

14903: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

14963: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

15343: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

17416: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

17637: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

17788: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

17838: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

17893: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

17945: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18011: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18056: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18115: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. No outlet necessary at this spot.

18172: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18228: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18288: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18413: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18473: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18649: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18726: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18800: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18878: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

18928: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

19008: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

19118: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

19178: Install new rolling grade dip, layered with 6-ounce non-woven geotextile fabric (approximately 5 feet wide by 20 feet long) over dip. Outlet to downhill side of trail, extending 30 feet or until outlet meets natural drainage or is otherwise staked/directed by C.O.R. Armor dip with no less than 6” (depth) aggregate.

Contractor(s) must re-work at their expense upon failure to meet AQL values at the final inspection for each contract line item where the work performed failed to reach the minimum acceptable target ratio and re-pair any damages.

AGAR 452.209 – 70 Representation by Corporations Regarding an Unpaid Delinquent Tax Liability or a Felony Conviction.

As prescribed in 409.471, insert the following provision:

SECTION C - CONTRACT CLAUSES

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):

Federal Acquisition Regulation (FAR) Clauses: https://www.acquisition.gov/browse/index/far (FAR clauses begin with 52) Department of Agriculture Acquisition Regulation (AGAR) Clauses: https://www.acquisition.gov/agar (AGAR clauses begin with 452) Deviations to clauses may be viewed at:

https://www.dm.usda.gov/procurement/policy/FARClassDeviations.htm

52.204-13 System for Award Management Maintenance (OCT 2018)

52.212-4 Contract Terms and Conditions – Commercial Items (OCT 2018) Addenda to 52.212-4:

Replace paragraph (r) of clause 52.212-4 with the following as specified in DEVIATION 2017-1 (AUG 2017):

(r) Compliance with laws unique to Government contracts. The Contractor agrees to comply with 31 U.S.C.

1352 relating to limitations on the use of appropriated funds to influence certain Federal contracts; 18 U.S.C 431 relating to officials not to benefit; 40 U.S.C. chapter 37, Contract Work Hours and Safety Standards; 41 U.S.C.

chapter 87, Kickbacks; 10 U.S.C. 2409 relating to whistleblower protections; 49 U.S.C. 40118, Fly American; and 41 U.S.C chapter 21 relating to procurement integrity.

52.212-5 Contract Terms and Conditions Required to Implement Statutes or Executive Orders – Commercial Items (JAN 2021) (DEVIATION JUL 2020)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses, which are incorporated in this contract by reference, to implement provisions of law or Executive orders applicable to acquisitions of commercial items:

(1) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (Jan 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L. 113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(2) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities (Jul 2018) (Section 1634 of Pub. L. 115-91).

https://www.acquisition.gov/browse/index/far https://www.acquisition.gov/agar

(3) 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment. (Aug 2020) (Section 889(a)(1)(A) of Pub. L. 115-232).

(4) 52.209-10, Prohibition on Contracting with Inverted Domestic Corporations (Nov 2015)

(5) 52.233-3, Protest After Award (Aug 1996) (31 U.S.C. 3553).

(6) 52.233-4, Applicable Law for Breach of Contract Claim (Oct 2004) (Public Laws 108-77 and 108-

78 (19 U.S.C. 3805note)).

(b) The Contractor shall comply with the FAR clauses in this paragraph (b) that the Contracting Officer has indicated as being incorporated in this contract by reference to implement provisions of law or Executive orders applicable to acquisitions of commercial items:

[Contracting Officer check as appropriate.] __ (1) 52.203-6, Restrictions on Subcontractor Sales to the Government (June 2020), with Alternate I (Oct 1995) (41 U.S.C. 4704 and 10 U.S.C. 2402).

__ (2) 52.203-13, Contractor Code of Business Ethics and Conduct (Jun 2020) (41 U.S.C. 3509)).

__ (3) 52.203-15, Whistleblower Protections under the American Recovery and Reinvestment Act of 2009 (Jun 2010) (Section 1553 of Pub. L. 111-5). (Applies to contracts funded by the American Recovery and Reinvestment Act of 2009.)

XX (4) 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards (Jun 2020) (Pub. L. 109-282) (31 U.S.C. 6101 note).

__ (5) [Reserved].

__ (6) 52.204-14, Service Contract Reporting Requirements (Oct 2016) (Pub. L. 111-117, section 743 of Div. C).

__ (7) 52.204-15, Service Contract Reporting Requirements for Indefinite-Delivery Contracts (Oct 2016) (Pub. L. 111-117, section 743 of Div. C).

XX (8) 52.209-6, Protecting the Government’s Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment. (Jun 2020) (31 U.S.C. 6101note).

__ (9) 52.209-9, Updates of Publicly Available Information Regarding Responsibility Matters (Oct 2018) (41 U.S.C. 2313).

__ (10) [Reserved].

__ (11) (i) 52.219-3, Notice of HUBZone Set-Aside or Sole-Source Award (Mar 2020) (15 U.S.C.657a).

[Contracting Officer check as appropriate.] _ By the end of the base term of the contract and then by the end of each subsequent option period; or _ By the end of the performance period for each order issued under the contract.

__ (ii) Alternate I (Mar 2020) of 52.219-3.

__ (12) (i) 52.219-4, Notice of Price Evaluation Preference for HUBZone Small Business Concerns (Mar 2020) (if the offeror elects to waive the preference, it shall so indicate in its offer) (15 U.S.C. 657a).

__ (ii) Alternate I (Mar 2020) of 52.219-4.

__ (13) [Reserved] XX (14) (i) 52.219-6, Notice of Total Small Business Set-Aside (Nov 2020) (15 U.S.C.644).

__ (ii) Alternate I (Mar 2020) of 52.219-6.

__ (15) (i) 52.219-7, Notice of Partial Small Business Set-Aside (Nov 2020) (15 U.S.C. 644).

__ (ii) Alternate I (Mar 2020) of 52.219-7.

__ (16) 52.219-8, Utilization of Small Business Concerns (Oct 2018) (15…