s100051_00_Main_Contract_IRSC_amend_01.pdf

OFFEROR'S COPY

NOTE: Attached forms must be completed and submitted intact.

Solicitation No. RFP AG-03R6-S-10-0051 HELP PREVENT FOREST FIRES

IMPORTANT - NOTICE TO OFFEROR

1. This is a complete copy. Information and instructions for submission of proposals as well as contract provisions and specifications are contained in this OFFEROR REFERENCE COPY. This copy should be retained by offerors.

Amendment No. 01, dated 7/23/2010

FS-6300-45 (11/79)

Issuing Office:

U.S. Department of Agriculture Forest Service Western Montana Acquisition Zone Building 24, Fort Missoula Missoula, Montana 59804

Offers Are Solicited For:

South Fork Fish Creek Stewardship IRSC Lolo National Forest Ninemile Ranger District Mineral County, Montana

Integrated Resource Service Contract (IRSC)—Construction - Amendment No. 01, dated 7/3/2010 OMB Approved No. 9000-0006

SOLICITATION OFFER AND AWARD 1.THIS CONTRACT IS A RATED ORDER RATING PAGE OF

UNDER DPAS (15 CFR 350) 1 78 PAGES

2. CONTRACT NO. 3. SOLICITATION NO. 4. TYPE OF SOLICITATION 5. DATE ISSUED 6. REQUISITION/PURCHASE

[ ] SEALED BID (IFB) NO.

AG-03R6-S-10-0051 [X ] NEGOTIATED (RFP) July 12, 2010

7. ISSUED BY CODE 8. ADDRESS OFFER TO (If other than Item 7) USDA – Forest Service Western Montana Acquisition Zone Building 24 – Fort Missoula Missoula, MT 59804

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

SOLICITATION

9. Sealed offers in original and See L. 7 copies for furnishing the supplies or serviced in Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in Building 24 – Fort Missoula, Missoula, MT 59804 until 4:00 P.M. local time August 11, 2010 (Hour) (Date) CAUTION - LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-10. All Offers are subject to all terms and conditions contained in this solicitation.

10. FOR INFORMATION A. NAME B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

CALL: Loren Ebner, Admin. Contracting Officer 406-329-3858

11. TABLE OF CONTENTS

() SEC. DESCRIPTION PAGE(S) () SEC. DESCRIPTION PAGE(S)

PART I - THE SCHEDULE PART II - CONTRACT CLAUSES

X A SOLICITATION/CONTRACT FORM 1 X I CONTRACT CLAUSES 14

X B SUPPLIES OR SERVICES AND PRICES/COSTS 19 PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACH.

X C DESCRIPTION/SPECS./WORK/STATEMENT 2 X J LIST OF ATTACHMENTS 1

D PACKAGING AND MARKING PART IV - REPRESENTATIONS AND INSTRUCTIONS

X E INSPECTION AND ACCEPTANCE 1 X K REPRESENTATIVES, CERTIFICATIONS AND 6

X F DELIVERIES OR PERFORMANCE 3 OTHER STATEMENTS OF OFFERORS

X G CONTRACT ADMINISTRATION DATA 3 X L INSTRS., CONDS., AND NOTICES TO OFFERORS 7

X H SPECIAL CONTRACT REQUIREMENTS 18 X M EVALUATION FACTORS FOR AWARD 3

OFFER (Must be fully completed by offeror) NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

12. In compliance with the above, the undersigned agrees, if this offer is accepted within calendar days (60 calendar days unless a different period is inserted by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the designated point(s), within the time specified in the schedule.

13. DISCOUNT FOR PROMPT PAYMENT 10 CALENDAR DAYS 20 CALENDAR DAYS 30 CALENDAR DAYS CALENDAR DAYS (See Section I, Clause No. 52-232-8) % % % %

14. ACKNOWLEDGMENT OF AMENDMENTS AMENDMENT NO. DATE AMENDMENT NO. DATE

(The offeror acknowledges receipt of amend-ments to the SOLICITATION for offerors and related documents numbered and dated.

15A. NAME CODE FACILITY 16. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

AND OFFER (Type or Print)

ADDRESS

OF

OFFEROR

15B. TELEPHONE NO. (Include area 15C. CHECK IF REMITTANCE ADDRESS 17. SIGNATURE 18. OFFER DATE code) IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:

23. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

10 U.S.C. 2304 (c)

) 41 U.S.C. 142(c) ( ) (4 copies unless otherwise specified)

24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE

26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE

EDWARD W. HODGES, CONTRACTING OFFICER

(Signature of Contracting Officer) IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

NSN 7540_01_152_8064 33-133 STANDARD FORM 33 (REV.4-85)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.214(c)

Amendment No. 01, dated 7/23/2010 AG-03R6-S-10-0051 South Fork Fish Creek Stewardship IRSC / Lolo NF

PART I – THE SCHEDULE

SECTION B – SERVICES AND PRICES

Ninemile Ranger District Lolo National Forest

Mineral County, Montana

SCHEDULE OF ITEMS

NOTE

: Price Proposals MUST be provided on ALL Items in Schedules B. 1, Base and Option Work Activities and B. 2, Timber Removal Price Schedule.

B. 1 BASE AND OPTION WORK ACTIVITIES

ITEM

NO.

DESCRIPTION UNIT ESTIMATED

QUANTITY

UNIT

PRICE

TOTAL

B.1.1

Fuels Reduction: Dead lodgepole pine non-saw product removal 7.0”+ diameter at breast height

– tractor harvest system. Services in accordance with Appendices A-1 and B. (NOTE 2 Fuels Reduction (Tractor)

Mandatory Units: 26T, 2T AC 22 $_________ $_______

B.1.2

Fuels Reduction: Dead lodgepole pine non-saw product removal 7.0”+ diameter at breast height

– skyline harvest system. Services in accordance with Appendices A-1 and B. (NOTE 2 Fuels Reduction (Skyline)

Mandatory Units: 2S, 3S AC 38 $_________ $_______

B.1.3

Fuels Reduction: Live lodgepole pine non-saw product removal 5.0 to 5.9”; Dead lodgepole pine non-saw diameter at breast height 5+” – tractor harvest system. Services in accordance with Appendices A-1 and B. ( Fuels Reduction (Tractor)

NOTE 2)

Mandatory Unit: 7 AC 16 $_________ $_______

B.1.4

Fuels Reduction: Live Douglas-fir non-saw product removal 6.0-6.9” diameter at breast height – skyline harvest system. Services in accordance with Appendices A-1 and B. (NOTE 2 Fuels Reduction (Skyline)

Mandatory Units: 14, 26S AC 221 $_________ $_______

B.1.5

Fuels Reduction: Live Douglas-fir non-saw product removal 6.0-6.9” diameter at breast height – tractor harvest system. Services in accordance with Appendices A-1 and B. (NOTE 2 Fuels Reduction (Tractor)

Mandatory Unit: 26T AC 14 $_________ $_______

ITEM

NO.

DESCRIPTION UNIT ESTIMATED

QUANTITY

UNIT

B.1.6

Fuels Reduction: Removal of down and dead unmerchantable material – tractor harvest system.

Services in accordance with Appendices A-1 and B. (NOTE 2 Fuels Reduction (Tractor)

Mandatory Unit: 2T AC 8 $_________ $_______

Fuels Reduction: Removal of down and dead unmerchantable material – skyline harvest system.

Services in accordance with Appendices A-1 and B. (NOTE 2

B.1.7

Fuels Reduction (Skyline) Mandatory Units: none AC

N/A

Fuels Reduction (Skyline) Optional Unit: 2S 14 $_______

Soil De-compaction and Slash Placement. Services in accordance with Appendix A-2.

(NOTE 2

B.1.8

Soil De-compaction, Road Obliteration and Slash Placement Mandatory Unit: 7

AC

Soil De-compaction, Road Obliteration and Slash Placement Optional Units:

none

0 N/A

Dust Abatement (MgCl). Services in accordance with Appendix A-3. (NOTE 2

B.1.9

Dust Abatement (MgCl).

Mandatory Roads: 343 (1st Treatment) Miles

4.55 $_________ $_______

Dust Abatement (MgCl).

Optional Roads: 343 (2nd Treatment) 4.55 $_________ $_______

Haul Road Storage and Decommissioning. Services in accordance with Appendix A-4.

B.1.10

Haul Road Storage and Decommissioning. Mandatory Roads:

See Appendix A-4.

See the Detailed Price Schedules Below. Insert the total for all items identified with B.1.10 here.

Hanger Road Storage and Decommissioning. Services in accordance with

Appendix A-4. (NOTE 2 B.1.11

Hanger Road Storage and Decommissioning.

Mandatory Roads: See Appendix A-4

See the Detailed Price Schedules Below. Insert the total for all items identified with B.1.11 here.

O'Neil Creek Road Storage and Decommissioning. Services in accordance with Appendix A-4.

B.1.12

O'Neil Creek Road Storage and Decommissioning.

Optional Roads: See Appendix A-4.

See the Detailed Price Schedules Below. Insert the total for all items identified with B.1.12 here.

ITEM

NO.

DESCRIPTION UNIT ESTIMATED

QUANTITY

UNIT

PRICE

Machine Fire Line Construction. Services in accordance with Appendix A-5. (NOTE 2

B.1.13

Machine Fire Line Construction.

Mandatory Units: none Miles

N/A

Machine Fire Line Construction.

Optional Units: 12, 14, 23, 26, 92 4.3 $_______

Hand Fire Line Construction. Services in accordance with Appendix A-5. (NOTE 2

B.1.14

Hand Fire Line Construction Mandatory Units: none Miles

N/A

Hand Fire Line Construction Optional Units: 1, 2, 3, 90, 91, 93, 94, 95 5.4 $_______

Thinning and Slashing. Services in accordance with Appendix A-5. (NOTE 2

B.1.15

Thinning and Slashing.

Mandatory Units: none AC

N/A

Thinning and Slashing.

Optional Units: 2, 3, 12, 90, 91, 92, 93, 94, 435 $_______

Hand Piling of Fuels. Services in accordance with Appendix A-5. (NOTE 2

B.1.16

Hand Piling of Fuels Mandatory Units: none

AC

N/A

Hand Piling of Fuels.

Optional Units: 2, 3, 12, 90, 91, 92, 93, 94, 435 $_______

Road Maintenance. Services in accordance with Appendix C. (NOTE 2

B.1.17

Road Maintenance – Entire Contract Area for entire contract time.

Mandatory Units: All

LS 1 $_________ $_______

Road Construction and Reconstruction. Services in accordance with Appendix D. (NOTE 3

B.1.18

Road Construction and Reconstruction Mandatory Roads: See Appendix D

See the Detailed Price Schedules Below. Insert the total for all items identified with B.1.18 here.

B. 2 TIMBER REMOVAL PRICE SCHEDULE

SPECIES

PRODUCT

QUANTITY

UNIT OF

MEASURE

MINIMUM

ACCEPTABLE

OFFER

(FLAT)

ALL

SAW

28463

Ton

$6.88

(NOTE 4

ALL

NONSAW

Ton

$0.33

(NOTE 5

See Timber Removal Project Terms and Specifications in Appendix B.

NOTE 1: THESE SCHEDULES ARE FOR PRICING/PAYMENT PURPOSES. SEE SECTION L FOR

BUSINESS PROPOSAL REQUIREMENTS.

NOTE 2: Service Item. Service Contract Act is applicable to this work.

NOTE 3: Construction Item. Davis-Bacon Act is applicable to this work. Performance and Payment Bonds Required (See Paragraph I.12).

NOTE 4: The Minimum Acceptable Offer identified by the Government in B. 2. for sawtimber was determined by Government analysis of a draft Transaction Evidence appraisal and current market conditions.

NOTE 5: The Minimum Acceptable Offer identified by the Government in B. 2. for non-sawtimber was determined by Government analysis of a draft Transaction Evidence appraisal and current market conditions.

NOTE 6

: The Optional Items identified under B.1.1 – B.1.16 above are Items that may be exercised at the Government’s option in accordance with Paragraphs I. 5 and I. 6 herein.

Detailed Price Schedules for Item No. B.1.10

Haul Road Storage and Decommissioning

ITEM

DESCRIPTION

METHOD of

PAY

UNIT

EST.

QTY.

151(01) Mobilization LSQ Lump Sum 1 XXXXXXX $__________

211(03)3S Roadway Storage, Method 3S DQ Mile 7.12 $_________ $_________

211(03)5 Roadway Decommissioning, Method 5 DQ Mile 0.85 $_________ $_________

622(01)E Equipment Rental, Excavator AQ Hour 2 $_________ $_________

625(01) Seeding, Dry Method without Mulch DQ Acre 13.46 $_________ $_________

ITEM B.1.10 GRAND TOTAL (Insert this total on the Schedule of Items) $________________

Detailed Price Schedules for Item No. B.1.11

Hanger Road Storage and Decommissioning

151(01) Mobilization LSQ Lump Sum 1 XXXXXXX $_________

211(03)3S Roadway Storage, Method 3S DQ Mile 1.61 $_________ $_________

211(03)3D Roadway Decommissioning, Method 3D DQ Mile 0.16 $_________ $_________

211(03)5 Roadway Decommissioning, Method 5 DQ Mile 0.31 $_________ $_________

622(01)E Equipment Rental, Excavator AQ Hour 10 $_________ $_________

625(01) Seeding, Dry Method without Mulch DQ Acre 3.77 $_________ $_________

ITEM B.1.11 GRAND TOTAL (Insert this total on the Schedule of Items) $________________

Detailed Price Schedules for Item No. B.1.12

(Optional) – O’Neil Creek Road Storage and Decommissioning

151(01) Mobilization LSQ Lump Sum 1 XXXXXXX $_________

211(01)MN Removal of Minor Culvert, Disposal Method A AQ Each 2 $_________ $_________

203(01)MJ Removal of Major Culvert, Disposal Method A AQ Each 3 $_________ $_________

211(03)3S Roadway Storage, Method 3S DQ Mile 1.67 $_________ $_________

211(03)3D Roadway Decommissioning, Method 3D DQ Mile 1.28 $_________ $_________

211(03)5 Roadway Decommissioning, Method 5 DQ Mile 0.73 $_________ $_________

211(03)5FP Roadway Decommissioning, Method 5 FP DQ Mile 1.22 $_________ $_________

622(01)E Equipment Rental, Excavator AQ Hour 26 $_________ $_________

625(01) Seeding, Dry Method without Mulch DQ Acre 8.29 $_________ $_________

680(51) Weed Spraying, Pre-Treatment DQ Acre 13.59 $_________ $__________

ITEM B.1.12 GRAND TOTAL (Insert this total on the Schedule of Items) $________________

The following construction items (B.1.18) are estimated between $250,000.00 and $500,000.00. (This is the anticipated price range of this portion of the project (B.1.18), in accordance with FAR 36.204.)

Detailed Price Schedules for Item No. B.1.18

METHOD UNIT

ITEM DESCRIPTION MEASURE UNIT QUANTITY COST COST

151(01) Mobilization (for all items under B.1.18) LSQ LS 1 XXXXXX $_________

Road 343

157(52) Sediment Basin AQ EA 1 $________ $________

202(07) Removal of Individual Trees, Disposal of Tops and Limbs a, b, g, k; Logs I;

Stumps b, c, g.

AQ EA 1 $________ $________

204(20)RB Drainage Excavation, Type, Reshape Catchbasin AQ EA 1 $________ $________

251(10)1 Hand-Placed RipRap, Class 1 DQ CY 1 $________ $________

252(05) Rock Buttress, Hand-Placed DQ CY 1 $________ $________

303(22)B Road Reconditioning, Compaction Method B DQ Mile 4.62 $________ $________

602(50)18 18-Inch Corrugated Metal Pipe, 0.064- Inch Thickness for Steel, 0.060-Inch Thickness for Aluminum, Method B

AQ LF 6 $________ $________

607(08) Cleaning Culverts in Place AQ EA 5 $________ $________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.07 $________ $________

670(50) Slash Filter Windrow AQ LF 865 $________ $________

Total Road 343 $________

Road 490

157(52) Sediment Basin AQ EA 1 $__________ $__________

202(06) Removal of Individual Stumps, Disposal Methods b, c, g. AQ EA 2 $_________ $__________

202(07) Removal of Individual Trees, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. AQ EA 13 $_________ $__________

203(01)G Removal of Gates AQ EA 1 $_________ $__________

203(01)SN Removal of Signs AQ EA 1 $_________ $__________

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 1097 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 4 $_________ $__________

251(10)1 Hand-Placed RipRap, Class 1 DQ CY 0.5 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 2.67 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 7 $_________ $__________

303(53) Reshape Drain Dip AQ EA 2 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 2.209 $_________ $__________

633(52) Furnish and Install Sign (Including Posts) AQ EA 1 $_________ $__________

650(01)SG Furnish and Install Standard Gate AQ EA 1 $_________ $__________

660(50)OT Cross Drain, Type, Treated Timber Opentop AQ LF 44 $_________ $__________

670(50) Slash Filter Windrow AQ LF 690 $_________ $__________

Total Road 490 $__________

Road 4212

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 104 $_________ $__________

204(20)RB Drainage Excavation, Type, Reshape Catchbasin AQ EA 1 $_________ $__________

251(10)1 Hand-Placed RipRap, Class 1 DQ CY 1 $_________ $__________

252(05) Rock Buttress, Hand-Placed DQ CY 1 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.05 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.045 $_________ $__________

Total Road 4212 $_________

Road 4218

152(50) Construction Staking, Culverts Only, Precision E, Method 1 AQ EA 2 $_________ $__________

202(07) Removal of Individual Trees, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. AQ EA 4 $_________ $__________

203(01)C Removal of Culverts AQ EA 2 $_________ $__________

203(01)G Removal of Gates AQ EA 1 $_________ $__________

203(01)OT Removal of Opentops AQ EA 2 $_________ $__________

203(01)RB Removal of Rubberbelts AQ EA 1 $_________ $__________

203(01)SN Removal of Signs AQ EA 2 $_________ $__________

204(02)D Roadway Excavation, Compaction Method D, Finishing Method A DQ Mile 0.02 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 8 $_________ $__________

204(20)RB Drainage Excavation, Type, Reshape Catchbasin AQ EA 6 $_________ $__________

230(50) Roadside Brushing DQ Mile 3.92 $_________ $__________

251(10)1 Hand-Placed RipRap, Class 1 DQ CY 2.5 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 3.92 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 19 $_________ $__________

303(53) Reshape Drain Dip AQ EA 3 $_________ $__________

602(50)18 18-Inch Corrugated Metal Pipe, 0.064-Inch Thickness for Steel, 0.060-Inch Thickness for Aluminum, Method B

AQ LF 52 $_________ $__________

602(51)2028

20-Inch Rise x 28-Inch Span Corrugated Metal Pipe Arch, 0.064-Inch Thickness for Steel, 0.060-Inch Thickness for Aluminum, Method B

AQ LF 26 $_________ $__________

607(08) Cleaning Culverts in Place AQ EA 4 $_________ $__________

622(01) Rental Equipment, Hydraulic Excavator AQ HR 4 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 1.479 $_________ $__________

633(52) Furnish and Install Sign (Including Posts) AQ EA 1 $_________ $__________

650(01)SG Furnish and Install Standard Gate, Size 16’ AQ EA 1 $_________ $__________

660(50)OT Cross Drain, Type, Treated Timber Opentop AQ LF 154 $_________ $__________

Total Road 4218 $_________

Road 5570

Precision E, Method 1 AQ EA 3 $_________ $__________

157(52) Sediment Basin AQ EA 3 $_________ $__________

202(07) Removal of Individual Trees, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. AQ EA 4 $_________ $__________

203(01)C Removal of Culverts AQ EA 1 $_________ $__________

203(01)G Removal of Gates AQ EA 1 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.09 $_________ $__________

204(02)D Roadway Excavation, Compaction Method D, Finishing Method A DQ Mile 0.05 $_________ $__________

204(19)D Drainage Excavation, Type, Construct Ditch DQ Feet 3250 $_________ $__________

204(19)LOD Drainage Excavation, Type, Construct Lead- Out Ditch DQ Feet 75 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 2 $_________ $__________

204(20)RB Drainage Excavation, Type, Reshape Catchbasin AQ EA 7 $_________ $__________

211(03) Roadway Obliteration, Method 1 DQ Mile 0.055 $_________ $__________

230(50) Roadside Brushing DQ Mile 4.76 $_________ $__________

251(10)1 Hand-Placed RipRap, Class 1 DQ CY 7.75 $_________ $__________

252(05) Rock Buttress, Hand-Placed DQ CY 7 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 4.76 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 10 $_________ $__________

602(50)18 18-Inch Corrugated Metal Pipe, 0.064-Inch Thickness for Steel, 0.060-Inch Thickness for Aluminum, Method B

AQ LF 128 $_________ $__________

607(08) Cleaning Culverts in Place AQ EA 7 $_________ $__________

622(01) Rental Equipment, Hydraulic Excavator AQ HR 4 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 2.81 $_________ $__________

650(01)SG Furnish and Install Standard Gate, Size 16’ AQ EA 1 $_________ $__________

660(50)OT Cross Drain, Type, Treated Timber Opentop AQ LF 44 $_________ $__________

660(50)RB Cross Drain, Type, Rubberbelted AQ LF 88 $_________ $__________

670(50) Slash Filter Windrow AQ LF 920 $_________ $__________

Total Road 5570 $_________

Road 16533

201(04) Clearing and Grubbing, Disposal of Tops and

Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Acre 0.49 $_________ $__________

204(01)A Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 798 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.1 $_________ $__________

204(04) Unclassified Borrow, Compaction Method C, Finishing Method A DQ CY 680 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 6 $_________ $__________

230(50) Roadside Brushing DQ Mile 0.65 $_________ $__________

251(10)1 Hand-Placed RipRap, Class 1 DQ CY 1.25 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.65 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 1 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.83 $_________ $__________

633(50) Furnish and Install Route Marker AQ EA 1 $_________ $__________

670(50) Slash Filter Windrow AQ LF 105 $_________ $__________

Total Road 16533 $_________

Road 17442

202(06) Removal of Individual Stumps, Disposal

Methods b, c, g. AQ EA 3 $_________ $__________

202(07) Removal of Individual Trees, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. AQ EA 42 $_________ $__________

203(01)RB Removal of Rubberbelts AQ EA 1 $_________ $__________

204(19)D Drainage Excavation, Type, Construct Ditch DQ Feet 340 $_________ $__________

204(19)LOD Drainage Excavation, Type, Construct Lead- Out Ditch DQ Feet 60 $_________ $__________

230(50) Roadside Brushing DQ Mile 0.77 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.77 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 4 $_________ $__________

303(53) Reshape Drain Dip AQ EA 1 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.541 $_________ $__________

660(50)OT Cross Drain, Type, Treated Timber Opentop AQ LF 22 $_________ $__________

Total Road 17442 $__________

Road 17444

Precision E, Method 1 AQ EA 1 $_________ $__________

152(58) Construction Staking, Both Sides, Precision E, Method 1 DQ Mile 0.1 $_________ $__________

201(04) Clearing and Grubbing, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Acre 0.4 $_________ $__________

202(06) Removal of Individual Stumps, Disposal Methods b, c, g. AQ EA 1 $_________ $__________

202(07) Removal of Individual Trees, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. AQ EA 50 $_________ $__________

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 893 $_________ $__________

204(19)D Drainage Excavation, Type, Construct Ditch DQ Feet 225 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 5 $_________ $__________

230(50) Roadside Brushing DQ Mile 1.61 $_________ $__________

252(05) Rock Buttress, Hand-Placed DQ CY 1 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 1.61 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 10 $_________ $__________

322(22) Pit Run Aggregate, Maximum Size 2-Inch, Compaction Method C DQ CY 85 $_________ $__________

602(50)18 18-Inch Corrugated Metal Pipe, 0.064-Inch Thickness for Steel, 0.060-Inch Thickness for Aluminum, Method B

AQ LF 40 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 1.37 $_________ $__________

660(50)RB Cross Drain, Type, Rubberbelted AQ LF 22 $_________ $__________

670(50) Slash Filter Windrow AQ LF 125 $_________ $__________

Total Road 17444 $_________

Road 20408

152(19) Establish Clearing Limits DQ Mile 0.11 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 2 $_________ $__________

249(50) Composite Road Construction DQ Mile 0.11 $_________ $__________

Total Road 20408 $__________

Road 20409

152(19) Establish Clearing Limits DQ Mile 0.17 $_________ $__________

249(50) Composite Road Construction DQ Mile 0.17 $_________ $__________

660(50)RB Cross Drain, Type, Rubberbelted AQ LF 44 $_________ $__________

Total Road 20409 $_________

Road 34145

152(58) Construction Staking, Both Sides, Precision E, Method 1 DQ Mile 0.42 $_________ $__________

201(03) Clearing and Grubbing, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Mile 0.99 $_________ $__________

201(04) Clearing and Grubbing, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Acre 2.13 $_________ $__________

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 70 $_________ $__________

204(01)A Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 3257 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 1.00 $_________ $__________

204(19)D Drainage Excavation, Type, Construct Ditch DQ Feet 475 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 7 $_________ $__________

211(01) Roadway Obliteration, Method 1 DQ SY 418 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.99 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 3 $_________ $__________

622(01) Rental Equipment, Hydraulic Excavator AQ HR 4 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 5.177 $_________ $__________

660(50)RB Cross Drain, Type, Rubberbelted AQ LF 66 $_________ $__________

Total Road 34145 $_________

Road 34146

201(03) Clearing and Grubbing, Disposal of Tops and

Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Mile 0.255 $_________ $__________

204(50) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 364 $_________ $__________

230(50) Roadside Brushing DQ Mile 0.04 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.26 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 1 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.17 $_________ $__________

Total Road 34146 $_________

Road 34154

Method 1 DQ Mile 0.15 $_________ $__________

201(04) Clearing and Grubbing, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Acre 0.92 $_________ $__________

202(06) Removal of Individual Stumps, Disposal Methods b, c, g. AQ EA 5 $_________ $__________

204(01)A Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 1231 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.17 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 1 $_________ $__________

211(03) Roadway Obliteration, Method 1 DQ Mile 0.114 $_________ $__________

230(50) Roadside Brushing DQ Mile 0.37 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.37 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 1.289 $_________ $__________

660(50)RB Cross Drain, Type, Rubberbelted AQ LF 44 $_________ $__________

Total Road 34154 $__________

Road 34162

152(19) Establish Clearing Limits DQ Mile 0.145 $_________ $__________

Method 1 DQ Mile 0.37 $_________ $__________

201(04) Clearing and Grubbing, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Acre 0.56 $_________ $__________

204(01)A Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 564 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.15 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 4 $_________ $__________

230(50) Roadside Brushing DQ Mile 0.27 $_________ $__________

249(50) Composite Road Construction DQ Mile 0.145 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.27 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 1.00 $_________ $__________

660(50)RB Cross Drain, Type, Rubberbelted AQ LF 88 $_________ $__________

Total Road 34162 $_________

Road 34163

230(50) Roadside Brushing DQ Mile 0.09 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.09 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 1 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.067 $_________ $__________

Total Road 34163 $__________

Road 34168

152(19) Establish Clearing Limits DQ Mile 0.015 $_________ $__________

Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Mile 0.285 $_________ $__________

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 30 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.02 $_________ $__________

204(19)D Drainage Excavation, Type, Construct Ditch DQ Feet 390 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 2 $_________ $__________

249(50) Composite Road Construction DQ Mile 0.015 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.285 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.256 $_________ $__________

Total Road 34168 $__________

Road 34172

Precision E, Method 1 AQ EA 5 $_________ $__________

201(04) Clearing and Grubbing, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Acre 0.63 $_________ $__________

202(06) Individual Removal of Stumps, Disposal Methods b, c, g. AQ EA 1 $_________ $__________

202(07) Removal of Individual Trees, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. AQ EA 15 $_________ $__________

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 20 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.19 $_________ $__________

204(04) Unclassified Borrow, Compaction Method D, Finishing Method A DQ CY 335 $_________ $__________

204(19)D Drainage Excavation, Type, Construct Ditch DQ Feet 660 $_________ $__________

204(19)LOD Drainage Excavation, Type, Construct Lead- Out Ditch DQ Feet 50 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 1 $_________ $__________

230(50) Roadside Brushing DQ Mile 0.915 $_________ $__________

251(10)1 Hand-Placed RipRap, Class 1 DQ CY 3.00 $_________ $__________

252(05) Rock Buttress, Hand-Placed DQ CY 3.00 $_________ $__________

253(14) Gabions, Welded Wire Baskets AQ CY 92.50 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.915 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 2 $_________ $__________

602(50)18 18-Inch Corrugated Metal Pipe, 0.064-Inch Thickness for Steel, 0.060-Inch Thickness for Aluminum, Method B

AQ LF 154 $_________ $__________

622(01) Rental Equipment, Hydraulic Excavator AQ HR 4 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 1.675 $_________ $__________

633(50) Furnish and Install Route Marker AQ EA 1 $_________ $__________

660(50)RB Cross Drain, Type, Rubberbelted AQ LF 176 $_________ $__________

670(50) Slash Filter Windrow AQ LF 175 $_________ $__________

Total Road 34172 $__________

Road 34175

Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Mile 0.08 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.08 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.048 $_________ $__________

Total Road 34175 $__________

Road 34184

Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Mile 0.21 $_________ $__________

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ C.Y. 80 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.08 $_________ $__________

230(50) Roadside Brushing DQ Mile 0.24 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.45 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.36 $_________ $__________

Total Road 34184 $__________

Road 34254

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 5 $_________ $__________

230(50) Roadside Brushing DQ Mile 0.04 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.04 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.024 $_________ $__________

Total Road 34254 $__________

Road 34297

Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Mile 0.165 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.05 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 1 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.165 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.19 $_________ $__________

Total Road 34297 $__________

Road 34356

152(19) Establish Clearing Limits DQ Mile 0.57 $_________ $__________

Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Mile 0.88 $_________ $__________

204(01) Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 25 $_________ $__________

204(02)C Roadway Excavation, Compaction Method C, Finishing Method A DQ Mile 0.31 $_________ $__________

204(19)D Drainage Excavation, Type, Construct Ditch DQ Feet 318 $_________ $__________

204(20)DS Drainage Excavation, Type, Construct Drain Dip AQ EA 7 $_________ $__________

249(50) Composite Road Construction DQ Mile 0.57 $_________ $__________

303(22)A Road Reconditioning, Compaction Method A DQ Mile 0.88 $_________ $__________

303(52) Construct 4% Outslope for 50 Ft. Ahead AQ EA 3 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 1.12 $_________ $__________

Total Road 34356 $_________

Road 50000

Method 1 DQ Mile 0.03 $_________ $__________

201(04) Clearing and Grubbing, Disposal of Tops and Limbs a, b, g, k; Logs I; Stumps b, c, g. DQ Acre 0.08 $_________ $__________

204(01)A Roadway Excavation, Compaction Method C, Finishing Method A DQ CY 67 $_________ $__________

625(55) Seeding, Dry Method, Seed Mix A DQ Acre 0.032 $_________ $__________

Total Road 50000 $__________

ITEM B.1.18 GRAND TOTAL (Insert this total on the Schedule of Items) $______________

B. 3 LAND MANAGEMENT ACTIVITIES

Performance of land management activities shall be in accordance with Section C – Description and Specifications. Payment for Land Management Work Activities in Schedule B. 1, will be made in Stewardship Credits in lieu of cash, as defined in Section G. All Base Work Activities shall be performed. Option activities are listed in order of planned priority. Award may be made for option items in any order that the Contracting Officer determines is in the best interest of the Government.

PART I - THE SCHEDULE

SECTION C - DESCRIPTION AND SPECIFICATIONS

General Clauses and Provisions Pertaining To All Items

C. 1 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS (FEB 1988)

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

C. 2 PROJECT DESCRIPTION

a) Description of Work. The South Fork Fish Creek Project is located on the Ninemile Ranger District of the Lolo National Forest encompassing the area indicated on the Contract Area Map (which includes Timber Removal Maps) within South Fork Fish Creek drainage and associated tributaries; Oriole Creek, Montana Creek, Owl Creek, O’Neil Creek, and Hyde Creek. Integrated landscape management treatments and objectives include:

• Improve Forest health, wildlife habitat and reduce hazardous fuels near communities:

o Commercial and pre-commercial thinning.

o Slashing of small fuels, fire line construction and piling of fuels.

o Mechanized fuel reduction.

• Improve fisheries habitat and water quality.

o Road obliteration (storing and decommissioning).

o Road maintenance, improving drainage structures and overall road quality.

o Stream restoration (removal of culverts and road obliteration).

(b) Resulting Contract. Any resultant contract will be a Construction contract with provisions for timber removal.

(c) Project Location

. Project is located in Section(s), Township(s), Range(s): T13N, R24W Sec. 33, PB48;

T12N, R25W Sec. 15, PB43, PB42, PB41; T12N, R24W, Sec. 4, 5, 7 - 10, 15 - 18, 22; PMM Mineral County.

C. 3 SPECIFICATIONS

Specifications for the Stewardship Activities, as identified in Section B. 1, can be found in Appendices A, B, and C. The Appendices are summarized as follows:

• Appendix A contains a variety of service items.

• Appendix B contains the specifications for timber removal.

• Appendix C contains the Road Maintenance requirements, including those associated with the timber removal outlined in Appendix B.

• Appendix D contains the Road Construction requirements.

C-.4 GOVERNMENT-FURNISHED PROPERTY

The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause 52.245-4 contained in Section I of the contract.

• Pit Run Aggregate associated with Item 322(22) for Road 17444.

• All RipRap associated with Item 251(10)1.

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): Federal Acquisition Regulations – https://www.acquisition.gov/far and the Agriculture Acquisition Regulations – www.usda.gov/procurement/policy/agar.html.

I. FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-4 Inspection of Services – Fixed Price (AUG 1996) 52.246-12 Inspection of Construction (AUG 1996)

E. 2 CONTRACTOR QUALITY CONTROL INSPECTION SYSTEM

The Contractor shall identify the quality control inspection system it will use to ensure that contract specifications will be achieved. At no time shall the Contractor rely upon Government inspections to provide notification of unsatisfactory performance. The Contractor shall produce written inspection records in a format and at times and places satisfactory to the Contracting Officer. Inspection records shall be made available upon request of the Contracting Officer and be maintained until the date of contract closure. The Contracting Officer may observe the Contractor's inspection at any time and shall otherwise have unlimited access to the inspection data.

E. 3 ACCEPTANCE

The Forest Service shall perform an inspection upon Contractor’s written request and assurance that work has been completed. Request shall be for a reasonable portion of work. Acceptance may be made for all or portions of work.

E. 4 GOVERNMENT QUALITY ASSURANCE SURVEILLANCE PLAN

Quality assurance plans specific to individual items will be found in Appendices A and C.

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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 a this/these address(es): Federal Acquisition Regulations – https://www.acquisition.gov/far and the Agriculture Acquisition Regulations – www.usda.gov/procurement/policy/agar.html.

I. FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.242-14 Suspension of Work (APR 1984) 52.242-15 Stop-Work Order (AUG 1989) 52.242-17 Government Delay of Work (APR 1984)

F. 2 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

The Contractor shall be required to (a) commence work under this contract within by no later than July 1, 2011 after receipt of Notice to Proceed or Task Order for specific work items, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 5 years from the effective date of the Notice to Proceed unless the Contractor proposes an alternate date in their response to the Request for Proposals and the Contracting Officer accepts an alternate proposed completion date at the time of contract award (See Paragraphs L. 7 and M. 1). The time stated for completion shall include final cleanup of the premises.

Performance shall be made only as authorized by the contract. Except as this contract otherwise provides, the Government shall order all services within the scope that are required by Government activities specified in the Schedule only with the vendor holding this contract for the specified services. The Government may order the same or similar services within the Contract Area Boundary from vendors not holding this contract if those services will be performed on work units not already identified on the Schedule of Items of this contract, or as otherwise allowed by this contract. Timber Removal activities shall be scheduled and carried out in accordance with the Timber Removal Specifications in Appendix B and as approved by the Contracting Officer.

With the exception of Unit 14, the estimated start work date is approximately October 15, 2010 unless the Contractor proposes an alternate date in their response to the Request for Proposals and the Contracting Officer accepts an alternate proposed start work date at the time of contract award (See Paragraphs L. 7 and M. 1). The Contracting Officer may issue the Notice to Proceed earlier than any alternate date agreed to at the time of contract award, if the Contractor requests an earlier date from the CO. In any event, the contract time identified above remains the same.

The estimated start work date for Unit 14 is July 15, 2010.

See Paragraph F. 6 below for Special Contract Time and Performance Restrictions concerning the performance of work on this contract. Additional restrictions on the Scheduling of Work for resource protection, etc. may be addressed in the Technical Specifications.

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F. 3 CONTRACT TIME FOR OPTIONAL ITEMS EXERCISED BY THE GOVERNMENT

(a) With the exception of the Optional Dust Abatement Services under B.1.9, the contract time identified in Paragraph F. 2 above includes the contract time for all Mandatory and Optional Items identified in B.1.1 – B.1.16 in the Schedule of Items ordered by the Government on or before September 30, 2011 (See Paragraph I. 5 herein). See Paragraph F. 3(b) for contract time for optional dust abatement activities.

(b) Optional Dust Abatement: Contract time for the Optional Dust Abatement under B.1.9 is 30 calendar days from the effective date of the Notice to Proceed for this optional item, unless otherwise approved in advance, in writing, by the CO. The ordering of the optional dust abatement services does not relieve the Contractor of Contractor’s contract responsibilities under Appendix C.

(c) The contract time for all Optional Items in the Schedule of Items ordered by the Government on or before October 1, 2011 will be established by mutual agreement between the Contracting Officer and the Contractor and incorporated into the contract by modification. If the Contracting Officer and the Contractor cannot come to mutual agreement concerning the contract time for such items by a date established by the CO, then the Contracting Officer may choose not to exercise the option, and it is mutually agreed that the Government may also choose to remove the option(s) from the contract and accomplish them by whatever method the Government chooses, including a separate contract. (Also see I. 5).

F. 4 AGAR 452.236-75 MAXIMUM WORKWEEK – CONSTRUCTION SCHEDULE (NOV

1996)

Within 5 calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following 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 proposes to carry out the work.

F. 5 SCHEDULES AND REPORTS

Pursuant to contract requirements, the following submittals are required within 15 calendar days after issuance of a Notice to Proceed or Task Order for review and/or approval, unless stated elsewhere in the specifications or otherwise mutually agreed:

ITEM DESCRIPTION COPIES

REQUIRED

Proposed progress schedule showing starting and completion dates of various phases of the work. The schedule shall comply with the contract time requirements herein, including, but not limited to Paragraph F. 2.

List of proposed subcontractors and their intended work. Subcontractors must have Contracting Officer’s written approval prior to starting work on the project.

Submit on Standard Form 1413.

Traffic Control Plan. Submit a Traffic Control Plan detailing conformance with OSHA requirements, MUTCD requirements, and all other contract requirements, including, but not limited to Paragraph H.32, “Traffic Control Plan” and the requirements in Appendix B.

Soil Erosion and Water Pollution Control Plan. Submit an Erosion Control Plan detailing permanent and temporary control measures to minimize erosion and sedimentation during and after contract performance. Plan shall conform to all contract requirements, including but not limited to Paragraph H.10, “Erosion Prevention and Control”, and the requirements in Appendix B.

Designation of Contractor personnel describing responsibilities and authorities. 2

All schedules and reports shall be submitted to: The Contracting Officer’s Representative designated in writing by the Contracting Officer.

F. 6 SPECIAL CONTRACT TIME AND PERFORMANCE RESTRICTIONS

The Contractor shall perform all work activities necessary to fully complete the work in the identified units within the following parameters:

FUELS REDUCTION AREA

May 1st – July 15th Dec. 1st-June 15th

Owl and Hyde Crk (units 18-23) Operations prohibited Operations prohibited Montana Crk (units 7, 12-14, 26) Operations allowed Operations allowed

Oriole Crk (units 1-3) Operations allowed Operations allowed

O’Neil Creek (Culvert Removals)

Culvert removals in O’Neil Creek shall only be performed from July 15th to September 1st unless specifically authorized in advance, in writing by the Contracting Officer. Note: the CO does not anticipate approving performance outside of the timeframe stated here.

ALL CONTRACT AREAS

The Contractor shall not perform required road decommissioning services sooner than 18 months after Contracting Officer acceptance of slash piling, unless otherwise approved in writing by the Contracting Officer. This restriction is to allow the Government the opportunity to burn landing piles after they have cured.

Cache Creek Trailhead

(units 7 and 12)

Access to Cache Creek Trailhead via Road 17442 shall remain open to the public between the dates of July 15 – December 1. (This is the access to Units 7 and 12.)

SECTION G – CONTRACT ADMINISTRATION DATA

General Clauses Pertaining To All Items

G. 1 PAYMENT

It is anticipated that funds will be exchanged in the performance of this contract because the value of the timber will not completely offset the value of the work to be performed. Payment shall only be made under this clause to the extent that the work performed will not be offset by the timber value during the contract period. When payment is made to the Contractor for work performed, it will be made in accordance with FAR 52.232-1 – Payments, (Section I).

The value of work completed and timber removed will be documented in an Integrated Resource Statement of Account produced by Timber Sale Accounting (TSA) monthly when harvesting operations are underway.

G. 2 STEWARDSHIP CREDITS

Stewardship Credits are credits that are earned and established when work listed in the B. 1 Base and Option Work Activities has been performed and accepted. Stewardship credits shall be earned at the rate as shown in the Schedule. Earned credits may be used to pay for timber value included in Schedule B. 2.

Unless otherwise indicated in the Schedules, credits will be earned based upon Actual Quantities accomplished and accepted.

G. 3 ESTABLISHMENT OF STEWARDSHIP CREDITS

Notwithstanding references to payments in “Payment” clauses or provisions of this contract, payment for Stewardship Activities will be made with Stewardship Credits as indicated in the award document.

Stewardship Credits will be established on a monthly basis. Stewardship credits will be established for the number of units of each activity that have been completed and accepted. Acceptance may be for all, or a reasonable portion of, any specific activity.

Stewardship credits will not be established for work that is in progress that has not been accepted by the Forest Service. No credits will be established for work performed under terms of Schedule B.2 and Appendix B Timber Removal Specification.

G. 4 CONTRACTOR CERTIFICATION

Monthly, as Stewardship Credits are established, the Contractor shall furnish the following certification (Contractor Certification - Earned Stewardship Credits) or credit will not be received.

CONTRACTOR CERTIFICATION - EARNED STEWARDSHIP CREDITS

SOUTH FORK FISH CREEK STEWARDSHIP PROJECT

I hereby certify, to the best of my knowledge and belief, that--

(1) The amounts requested are only for performance in accordance with the specifications, terms, and conditions of the contract;

(2) Payments to subcontractors and suppliers have been made, and timely payments will be made for the work activities covered by this certification, in accordance with subcontract agreements and the requirements of Chapter 39 of Title 31, United States Code;

(3) This request for progress payments/credits does not include any amounts which the prime contractor intends to withhold or retain from a subcontractor or supplier in accordance with the terms and conditions of the subcontract; and

(4) This certification is not to be construed as final acceptance of a subcontractor's performance.

(Name)

(Title)

(Date)

G. 5 TIMBER PAYMENT GUARANTEE

(1) General—(a) To guarantee payment for timber scheduled for removal under the IRSC, Contractor may earn Stewardship Credits in advance of…