AG-82X9-S-11-0104 Body.pdf

Solicitation No AG-82X9-S-11-0104 Page 5 of 79

Road Reconditioning – Clear Creek Ranger District

Section B Description of Work

IDIQ Awards and Task Orders Packaging and Marking Inspection and Acceptance 52.246-12 Inspection of Construction. (APR 1996) 52.246-21 Warranty of Construction. (MAR 1994) 452.246-70 Inspection and Acceptance. (FEB 1988) -- Alternate I (FEB 1988) Deliveries or Performance

F. 2. DELIVERIES

F.2.1. Contract Performance Time and Required Rate of Progress The Contractor shall maintain progress at a rate that will assure completion within the performance period. The minimum acceptable rate of progress will be calculated by dividing the total Units of work for each item by performance time specified 52.211-10 Commencement, Prosecution, and Completion of Work. (APR 1984) - Alternate I (APR 1984) 52.211-13 Time Extensions. (SEP 2000) 452.236-75 Maximum Workweek - Construction Schedule. (NOV 1996) G. 1. ORDERING PROCEDURE All work will be ordered through the issuance of individual Task Orders. Each

Task Order will list the specific work area, specifications, drawings and funding

H. 1. KEY PERSONNEL

H. 6. EMPLOYMENT OF ELIGIBLE WORKERS (FSAR 4G52.222-701) (DEC 1999)

H. 7. LABOR STANDARDS FOR CONTRACTS INVOLVING MIGRANT/ SEASONAL AGRICULTURAL

WORKERS (FSAR 4G52.222-702) (DEC 1999)

Contract Clauses 52.204-7 Central Contractor Registration. (APR 2008) 52.211-18 Variation in Estimated Quantity. (APR 1984) 52.215-2 Audit and Records - Negotiation. (OCT 2010) 52.215-19 Notification of Ownership Changes. (OCT 1997) 52.216-18 Ordering. (OCT 1995) 52.216-19 Order Limitations. (OCT 1995) 52.216-22 Indefinite Quantity. (OCT 1995) 52.217-8 Option to Extend Services. (NOV 1999) 52.217-9 Option to Extend the Term of the Contract. (MAR 2000) 52.219-8 Utilization of Small Business Concerns. (JAN 2011) 52.219-14 Limitations on Subcontracting. (DEC 1996) 52.222-21 Prohibition of Segregated Facilities. (FEB 1999) 52.225-5 Trade Agreements. (AUG 2009) 52.225-11 Buy American Act - Construction Materials under Trade Agreements. (SEP 2010) 52.232-5 Payments under Fixed-Price Construction Contracts. (SEP 2002) 52.232-27 Prompt Payment For Construction Contracts. (OCT 2008) 52.244-6 Subcontracts for Commercial Items. (DEC 2010) 52.236-1 Performance of Work by the Contractor. (SEP 2006) 452.236-72 Use of Premises. (NOV 1996) 452.236-76 Samples and Certificates. (FEB 1988) 452.236-77 Emergency Response. (NOV 1996) List of Documents, Exhibits and Other Attachments Representations, Certifications, and Other Statements of Bidders 52.203-2 Certificate of Independent Price Determination. (APR 1985) 52.204-3 Taxpayer Identification. (OCT 1998) 52.204-8 Annual Representations and Certifications. (JAN 2011) 52.209-5 Certification Regarding Responsibility Matters. (APR 2010) 52.219-1 Small Business Program Representations. (APR 2011) 52.222-22 Previous Contracts and Compliance Reports. (FEB 1999) 52.223-13 Certification of Toxic Chemical Release Reporting. (AUG 2003) 52.236-28 Preparation of Proposals - Construction. (OCT 1997) Section L Instructions, Conditions, and Notices to Bidders 52.215-1 Instructions to Offerors - Competitive Acquisition. (JAN 2004) 52.215-5 Facsimile Proposals. (OCT 1997)

Solicitation No AG-82X9-S-11-0104 Page 6 of 79

52.216-1 Type of Contract. (APR 1984) 52.222-5 Davis-Bacon Act--Secondary Site of the Work. (JUL 2005) 52.222-23 Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity for

Construction. (FEB 1999) ..................................................................................................... Error! Bookmark not defined.

52.252-1 Solicitation Provisions Incorporated by Reference. (FEB 1998) 452.219-70 Size Standard and NAICS Code Information. (SEP 2001) Section M Evaluation Factors for Award

Solicitation No AG-82X9-S-11-0104 Page 7 of 79

Section B

Itemized Price Schedule

BASE PERIOD PERFORMANCE YEAR - ITEMIZED PRICING SCHEDULE

CONTRACT LINE ITEM 0001

ITEM DESCRIPTION: Unit Price Items MEASURE UNIT UNIT PRICE

15101a Mobilization - less than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15101b Mobilization - more than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15202 Construction Staking - Slope, reference, clearing and grubbing limits; method II, tolerance E

C.Q. Mile $

15216 Construction Staking - Culverts and miscellaneous structures (cattleguards, rolling dips, gates)

C.Q. Each $

15702 Silt Fence C.Q. Foot $

15710 Sediment basin C.Q. Each $

20104a Light to moderate clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20104b Moderate to heavy clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20301 Removal of Cattleguards - (a) remove from project, backfill excavation to level of finished ground

C.Q. Each $

20302(a) Removal of Culverts (up to 24-inch diameter) -

(a) remove from project

C.Q. Foot $

20302(b) Removal of Wire Fencing - (a) remove from project

C.Q. Foot $

20401 Roadway excavation, compaction method C, finishing method A

C.Q. CY $

20411 Embankment construction, compaction method C, finishing method A

C.Q. CY $

20419 Miscellaneous excavation with on-site disposal C.Q. CY $

Solicitation No AG-82X9-S-11-0104 Page 8 of 79

ITEM DESCRIPTION: Unit Price Items MEASURE UNIT

1ST YEAR

UNIT COST

20426 Drainage excavation: rolling dip-construct/reconstruct

C.Q. Each $

20701 Earthwork Geotextile Type 1 C.Q. SY $

21101 Roadway Obliteration - Method 1: 20' wide or less scarify to 6"-12 " depth one pass out and back

C.Q. Mile $

21201a Linear grading- new construction: Cut/fills less than 1-foot at centerline, travelled way 20-feet wide or less

C.Q. Mile $

21201b Linear grading - reconstruct existing road: cut/fills less that 1-foot at centerline, existing width 20' or less

C.Q. Mile $

230 Roadside brushing 4-feet wide both sides C.Q. Mile $

251 Supply and place riprap d50 7-inch C.Q. CY $

30304 Road reconditioning, ditch C.Q. Mile $

30308 Road reconditioning, scarify 6-inch depth 20' wide max.

C.Q. Mile $

30315 Road reconditioning, shoulder. C.Q. Mile $

30328 Remove, clean and reset cattle guard. C.Q. Each $

32203 Aggregate surface course, grading U, compaction method A, commercial source (price with no haul -use hourly rate for haul )

C.Q. CY $

32218 Screened aggregate, grading O, compaction method A, commercial source (price with no haul-use hourly rate for haul)

C.Q. CY $

60211a 18-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, method A

C.Q. Foot $

Solicitation No AG-82X9-S-11-0104 Page 9 of 79

60211b 24-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, method A

C.Q. Foot $

60506 8-inch collector pipe, perforated corrugated metal C.Q. Foot $

60707 Cleaning culverts in place (up to 24-inch diameter) C.Q. Foot $

61901 Fence, type barbed wire C.Q. Foot $

61902a Gate, type barbed wire, size 16-20 feet wide with object markers

C.Q. Each $

61902b Gate, fabricated road closed gate with sign, reflectors and lock open post 16-20 feet wide

C.Q. Each $

61903 Cattleguards 16-20 feet wide C.Q. Each $

62501 Seeding, dry method C.Q. Acre $

65010 Furnish and install road closure device, type 2, size 16 feet wide

C.Q. Each $

62201 Motor Grader, Cat 12H, JD670D, or equivalent, with operator.

C.Q. Hour $

62202 Backhoe/Loader, Cat 416E , JD 310G, or equivalent, 4-wheel drive, with extendable stick;

with operator

C.Q. Hour $

62203 Crawler Dozer, Cat D-3, Case 650K, JD 550J PAT, or equivalent, with tilt blade, with operator

C.Q. Hour $

62204 Crawler Dozer, Cat D-6N, Case 1650, JD 700J or equivalent, w/rippers and tilt blade; with operator

C.Q. Hour $

62205 Haul Vehicle, End Dump, 6 C.Y.; with Operator C.Q. Hour $

62206 Haul Vehicle, End Dump, 10 C.Y.; with Operator C.Q. Hour $

62207 Track-Mounted Excavator, JD 120C or equivalent, with thumb attachment; with operator

C.Q. Hour $

62208 Skid Steer, Bobcat S220 or equivalent, w/12” Auger and Loader; with operator

C.Q. Hour $

Solicitation No AG-82X9-S-11-0104 Page 10 of 79

62209 Wheel Loader, Case 721E or equivalent, with operator

C.Q. Hour $

62210 Compactor, Vibratory Steel wheel, 5-8 ton, with operator

C.Q. Hour $

62211 Water Tender, 1,500 gallon pressurized; with driver/operator. 8-hour minimum per job.

C.Q. Hour $

62212 Hand-held compactor (whacker-packer) with operator

C.Q. Hour $

62213 Chain Saw w/20” Bar, with operator C.Q. Hour $

62214 General Labor C.Q. Hour $

Note: Unit Prices are to be used for Task Orders; Hourly rates are intended for negotiating changes to work only.

Solicitation No AG-82X9-S-11-0104 Page 11 of 79

FIRST OPTIONAL PERFORMANCE YEAR - ITEMIZED PRICING SCHEDULE

CONTRACT LINE ITEM 0002

Mobilization - less than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15101b Mobilization - more than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15202 Construction Staking - Slope, reference, clearing and grubbing limits; method II, tolerance E

C.Q. Mile $

15216 Construction Staking - Culverts and miscellaneous structures (cattleguards, rolling dips, gates)

C.Q. Each $

15702 Silt Fence C.Q. Foot $

15710 Sediment basin C.Q. Each $

20104a Light to moderate clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20104b Moderate to heavy clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20301 Removal of Cattleguards - (a) remove from project, backfill excavation to level of finished ground

C.Q. Each $

20302(a) Removal of Culverts (up to 24-inch diameter) -

(a) remove from project

C.Q. Foot $

20302(b) Removal of Wire Fencing - (a) remove from project

C.Q. Foot $

20401 Roadway excavation, compaction method C, finishing method A

C.Q. CY $

20411 Embankment construction, compaction method C, finishing method A

Solicitation No AG-82X9-S-11-0104 Page 12 of 79

20426 Drainage excavation: rolling dip-construct/reconstruct

C.Q. Each $

20701 Earthwork Geotextile Type 1 C.Q. SY $

21101 Roadway Obliteration - Method 1: 20' wide or less scarify to 6"-12 " depth one pass out and back

C.Q. Mile $

21201a Linear grading- new construction: Cut/fills less than 1-foot at centerline, travelled way 20-feet wide or less

C.Q. Mile $

21201b Linear grading - reconstruct existing road: cut/fills less that 1-foot at centerline, existing width 20' or less

C.Q. Mile $

230 Roadside brushing 4-feet wide both sides C.Q. Mile $

251 Supply and place riprap d50 7-inch C.Q. CY $

30304 Road reconditioning, ditch C.Q. Mile $

30308 Road reconditioning, scarify 6-inch depth 20' wide max.

C.Q. Mile $

30315 Road reconditioning, shoulder. C.Q. Mile $

30328 Remove, clean and reset cattle guard. C.Q. Each $

32203 Aggregate surface course, grading U, compaction method A, commercial source (price with no haul -use hourly rate for haul )

C.Q. CY $

32218 Screened aggregate, grading O, compaction method A, commercial source (price with no haul-use hourly rate for haul)

C.Q. CY $

60211a 18-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, Solicitation No AG-82X9-S-11-0104 Page 13 of 79

24-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, method A

C.Q. Foot $

60506 8-inch collector pipe, perforated corrugated metal C.Q. Foot $

60707 Cleaning culverts in place (up to 24-inch diameter) C.Q. Foot $

61901 Fence, type barbed wire C.Q. Foot $

61902a Gate, type barbed wire, size 16-20 feet wide with object markers

C.Q. Each $

61902b Gate, fabricated road closed gate with sign, reflectors and lock open post 16-20 feet wide

C.Q. Each $

61903 Cattleguards 16-20 feet wide C.Q. Each $

62501 Seeding, dry method C.Q. Acre $

65010 Furnish and install road closure device, type 2, size 16 feet wide

C.Q. Each $

62201 Motor Grader, Cat 12H, JD670D, or equivalent, with operator.

C.Q. Hour $

62202 Backhoe/Loader, Cat 416E , JD 310G, or equivalent, 4-wheel drive, with extendable stick;

with operator

C.Q. Hour $

62203 Crawler Dozer, Cat D-3, Case 650K, JD 550J PAT, or equivalent, with tilt blade, with operator

C.Q. Hour $

62204 Crawler Dozer, Cat D-6N, Case 1650, JD 700J or equivalent, w/rippers and tilt blade; with operator

C.Q. Hour $

62205 Haul Vehicle, End Dump, 6 C.Y.; with Operator C.Q. Hour $

62206 Haul Vehicle, End Dump, 10 C.Y.; with Operator C.Q. Hour $

62207 Track-Mounted Excavator, JD 120C or equivalent, with thumb attachment; with operator

C.Q. Hour $

62208 Skid Steer, Bobcat S220 or equivalent, w/12”

Solicitation No AG-82X9-S-11-0104 Page 14 of 79 operator

C.Q. Hour $

62210 Compactor, Vibratory Steel wheel, 5-8 ton, with operator

C.Q. Hour $

62211 Water Tender, 1,500 gallon pressurized; with driver/operator. 8-hour minimum per job.

C.Q. Hour $

62212 Hand-held compactor (whacker-packer) with operator

C.Q. Hour $

Note: Unit Prices are to be used for Task Orders; Hourly rates are intended for negotiating changes to

Solicitation No AG-82X9-S-11-0104 Page 15 of 79

SECOND OPTIONAL PERFORMANCE YEAR - ITEMIZED PRICING SCHEDULE

CONTRACT LINE ITEM 0003

Mobilization - less than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15101b Mobilization - more than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15202 Construction Staking - Slope, reference, clearing and grubbing limits; method II, tolerance E

C.Q. Mile $

15216 Construction Staking - Culverts and miscellaneous structures (cattleguards, rolling dips, gates)

C.Q. Each $

15702 Silt Fence C.Q. Foot $

15710 Sediment basin C.Q. Each $

20104a Light to moderate clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20104b Moderate to heavy clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20301 Removal of Cattleguards - (a) remove from project, backfill excavation to level of finished ground

C.Q. Each $

20302(a) Removal of Culverts (up to 24-inch diameter) -

(a) remove from project

C.Q. Foot $

20302(b) Removal of Wire Fencing - (a) remove from project

C.Q. Foot $

20401 Roadway excavation, compaction method C, finishing method A

C.Q. CY $

20411 Embankment construction, compaction method C, finishing method A

Solicitation No AG-82X9-S-11-0104 Page 16 of 79

UNIT COST

20426 Drainage excavation: rolling dip-construct/reconstruct

C.Q. Each $

20701 Earthwork Geotextile Type 1 C.Q. SY $

21101 Roadway Obliteration - Method 1: 20' wide or less scarify to 6"-12 " depth one pass out and back

C.Q. Mile $

21201a Linear grading- new construction: Cut/fills less than 1-foot at centerline, travelled way 20-feet wide or less

C.Q. Mile $

21201b Linear grading - reconstruct existing road: cut/fills less that 1-foot at centerline, existing width 20' or less

C.Q. Mile $

230 Roadside brushing 4-feet wide both sides C.Q. Mile $

251 Supply and place riprap d50 7-inch C.Q. CY $

30304 Road reconditioning, ditch C.Q. Mile $

30308 Road reconditioning, scarify 6-inch depth 20' wide max.

C.Q. Mile $

30315 Road reconditioning, shoulder. C.Q. Mile $

30328 Remove, clean and reset cattle guard. C.Q. Each $

32203 Aggregate surface course, grading U, compaction method A, commercial source (price with no haul -use hourly rate for haul )

C.Q. CY $

32218 Screened aggregate, grading O, compaction method A, commercial source (price with no haul-use hourly rate for haul)

C.Q. CY $

60211a 18-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, Solicitation No AG-82X9-S-11-0104 Page 17 of 79

24-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, method A

C.Q. Foot $

60506 8-inch collector pipe, perforated corrugated metal C.Q. Foot $

60707 Cleaning culverts in place (up to 24-inch diameter) C.Q. Foot $

61901 Fence, type barbed wire C.Q. Foot $

61902a Gate, type barbed wire, size 16-20 feet wide with object markers

C.Q. Each $

61902b Gate, fabricated road closed gate with sign, reflectors and lock open post 16-20 feet wide

C.Q. Each $

61903 Cattleguards 16-20 feet wide C.Q. Each $

62501 Seeding, dry method C.Q. Acre $

65010 Furnish and install road closure device, type 2, size 16 feet wide

C.Q. Each $

62201 Motor Grader, Cat 12H, JD670D, or equivalent, with operator.

C.Q. Hour $

62202 Backhoe/Loader, Cat 416E , JD 310G, or equivalent, 4-wheel drive, with extendable stick;

with operator

C.Q. Hour $

62203 Crawler Dozer, Cat D-3, Case 650K, JD 550J PAT, or equivalent, with tilt blade, with operator

C.Q. Hour $

62204 Crawler Dozer, Cat D-6N, Case 1650, JD 700J or equivalent, w/rippers and tilt blade; with operator

C.Q. Hour $

62205 Haul Vehicle, End Dump, 6 C.Y.; with Operator C.Q. Hour $

62206 Haul Vehicle, End Dump, 10 C.Y.; with Operator C.Q. Hour $

62207 Track-Mounted Excavator, JD 120C or equivalent, with thumb attachment; with operator

C.Q. Hour $

62208 Skid Steer, Bobcat S220 or equivalent, w/12”

Solicitation No AG-82X9-S-11-0104 Page 18 of 79 operator

C.Q. Hour $

62210 Compactor, Vibratory Steel wheel, 5-8 ton, with operator

C.Q. Hour $

62211 Water Tender, 1,500 gallon pressurized; with driver/operator. 8-hour minimum per job.

C.Q. Hour $

62212 Hand-held compactor (whacker-packer) with operator

C.Q. Hour $

Note: Unit Prices are to be used for Task Orders; Hourly rates are intended for negotiating changes to

Solicitation No AG-82X9-S-11-0104 Page 19 of 79

THIRD OPTIONAL PERFORMANCE YEAR - ITEMIZED PRICING SCHEDULE

CONTRACT LINE ITEM 0004

Mobilization - less than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15101b Mobilization - more than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15202 Construction Staking - Slope, reference, clearing and grubbing limits; method II, tolerance E

C.Q. Mile $

15216 Construction Staking - Culverts and miscellaneous structures (cattleguards, rolling dips, gates)

C.Q. Each $

15702 Silt Fence C.Q. Foot $

15710 Sediment basin C.Q. Each $

20104a Light to moderate clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20104b Moderate to heavy clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20301 Removal of Cattleguards - (a) remove from project, backfill excavation to level of finished ground

C.Q. Each $

20302(a) Removal of Culverts (up to 24-inch diameter) -

(a) remove from project

C.Q. Foot $

20302(b) Removal of Wire Fencing - (a) remove from project

C.Q. Foot $

20401 Roadway excavation, compaction method C, finishing method A

C.Q. CY $

20411 Embankment construction, compaction method C, finishing method A

Solicitation No AG-82X9-S-11-0104 Page 20 of 79

UNIT COST

20426 Drainage excavation: rolling dip-construct/reconstruct

C.Q. Each $

20701 Earthwork Geotextile Type 1 C.Q. SY $

21101 Roadway Obliteration - Method 1: 20' wide or less scarify to 6"-12 " depth one pass out and back

C.Q. Mile $

21201a Linear grading- new construction: Cut/fills less than 1-foot at centerline, travelled way 20-feet wide or less

C.Q. Mile $

21201b Linear grading - reconstruct existing road: cut/fills less that 1-foot at centerline, existing width 20' or less

C.Q. Mile $

230 Roadside brushing 4-feet wide both sides C.Q. Mile $

251 Supply and place riprap d50 7-inch C.Q. CY $

30304 Road reconditioning, ditch C.Q. Mile $

30308 Road reconditioning, scarify 6-inch depth 20' wide max.

C.Q. Mile $

30315 Road reconditioning, shoulder. C.Q. Mile $

30328 Remove, clean and reset cattle guard. C.Q. Each $

32203 Aggregate surface course, grading U, compaction method A, commercial source (price with no haul -use hourly rate for haul )

C.Q. CY $

32218 Screened aggregate, grading O, compaction method A, commercial source (price with no haul-use hourly rate for haul)

C.Q. CY $

60211a 18-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, Solicitation No AG-82X9-S-11-0104 Page 21 of 79

24-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, method A

C.Q. Foot $

60506 8-inch collector pipe, perforated corrugated metal C.Q. Foot $

60707 Cleaning culverts in place (up to 24-inch diameter) C.Q. Foot $

61901 Fence, type barbed wire C.Q. Foot $

61902a Gate, type barbed wire, size 16-20 feet wide with object markers

C.Q. Each $

61902b Gate, fabricated road closed gate with sign, reflectors and lock open post 16-20 feet wide

C.Q. Each $

61903 Cattleguards 16-20 feet wide C.Q. Each $

62501 Seeding, dry method C.Q. Acre $

65010 Furnish and install road closure device, type 2, size 16 feet wide

C.Q. Each $

62201 Motor Grader, Cat 12H, JD670D, or equivalent, with operator.

C.Q. Hour $

62202 Backhoe/Loader, Cat 416E , JD 310G, or equivalent, 4-wheel drive, with extendable stick;

with operator

C.Q. Hour $

62203 Crawler Dozer, Cat D-3, Case 650K, JD 550J PAT, or equivalent, with tilt blade, with operator

C.Q. Hour $

62204 Crawler Dozer, Cat D-6N, Case 1650, JD 700J or equivalent, w/rippers and tilt blade; with operator

C.Q. Hour $

62205 Haul Vehicle, End Dump, 6 C.Y.; with Operator C.Q. Hour $

62206 Haul Vehicle, End Dump, 10 C.Y.; with Operator C.Q. Hour $

62207 Track-Mounted Excavator, JD 120C or equivalent, with thumb attachment; with operator

C.Q. Hour $

62208 Skid Steer, Bobcat S220 or equivalent, w/12”

Solicitation No AG-82X9-S-11-0104 Page 22 of 79 operator

C.Q. Hour $

62210 Compactor, Vibratory Steel wheel, 5-8 ton, with operator

C.Q. Hour $

62211 Water Tender, 1,500 gallon pressurized; with driver/operator. 8-hour minimum per job.

C.Q. Hour $

62212 Hand-held compactor (whacker-packer) with operator

C.Q. Hour $

Note: Unit Prices are to be used for Task Orders; Hourly rates are intended for negotiating changes to

Solicitation No AG-82X9-S-11-0104 Page 23 of 79

FOURTH OPTIONAL PERFORMANCE YEAR - ITEMIZED PRICING SCHEDULE

CONTRACT LINE ITEM 0005

Mobilization - less than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15101b Mobilization - more than 1.5-hours drive time from CCRD at 101 Hwy 103, Idaho Springs, CO

C.Q.

% total project

15202 Construction Staking - Slope, reference, clearing and grubbing limits; method II, tolerance E

C.Q. Mile $

15216 Construction Staking - Culverts and miscellaneous structures (cattleguards, rolling dips, gates)

C.Q. Each $

15702 Silt Fence C.Q. Foot $

15710 Sediment basin C.Q. Each $

20104a Light to moderate clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20104b Moderate to heavy clearing and grubbing, disposal of tops, limbs, logs, dispose of debris by windrowing or scattering.

C.Q. Acre $

20301 Removal of Cattleguards - (a) remove from project, backfill excavation to level of finished ground

C.Q. Each $

20302(a) Removal of Culverts (up to 24-inch diameter) -

(a) remove from project

C.Q. Foot $

20302(b) Removal of Wire Fencing - (a) remove from project

C.Q. Foot $

20401 Roadway excavation, compaction method C, finishing method A

C.Q. CY $

20411 Embankment construction, compaction method C, finishing method A

Solicitation No AG-82X9-S-11-0104 Page 24 of 79

UNIT COST

20426 Drainage excavation: rolling dip-construct/reconstruct

C.Q. Each $

20701 Earthwork Geotextile Type 1 C.Q. SY $

21101 Roadway Obliteration - Method 1: 20' wide or less scarify to 6"-12 " depth one pass out and back

C.Q. Mile $

21201a Linear grading- new construction: Cut/fills less than 1-foot at centerline, travelled way 20-feet wide or less

C.Q. Mile $

21201b Linear grading - reconstruct existing road: cut/fills less that 1-foot at centerline, existing width 20' or less

C.Q. Mile $

230 Roadside brushing 4-feet wide both sides C.Q. Mile $

251 Supply and place riprap d50 7-inch C.Q. CY $

30304 Road reconditioning, ditch C.Q. Mile $

30308 Road reconditioning, scarify 6-inch depth 20' wide max.

C.Q. Mile $

30315 Road reconditioning, shoulder. C.Q. Mile $

30328 Remove, clean and reset cattle guard. C.Q. Each $

32203 Aggregate surface course, grading U, compaction method A, commercial source (price with no haul -use hourly rate for haul )

C.Q. CY $

32218 Screened aggregate, grading O, compaction method A, commercial source (price with no haul-use hourly rate for haul)

C.Q. CY $

60211a 18-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, Solicitation No AG-82X9-S-11-0104 Page 25 of 79

24-inch corrugated metal pipe, .064-inch thickness for steel or .060-inch thickness for aluminum, method A

C.Q. Foot $

60506 8-inch collector pipe, perforated corrugated metal C.Q. Foot $

60707 Cleaning culverts in place (up to 24-inch diameter) C.Q. Foot $

61901 Fence, type barbed wire C.Q. Foot $

61902a Gate, type barbed wire, size 16-20 feet wide with object markers

C.Q. Each $

61902b Gate, fabricated road closed gate with sign, reflectors and lock open post 16-20 feet wide

C.Q. Each $

61903 Cattleguards 16-20 feet wide C.Q. Each $

62501 Seeding, dry method C.Q. Acre $

65010 Furnish and install road closure device, type 2, size 16 feet wide

C.Q. Each $

62201 Motor Grader, Cat 12H, JD670D, or equivalent, with operator.

C.Q. Hour $

62202 Backhoe/Loader, Cat 416E , JD 310G, or equivalent, 4-wheel drive, with extendable stick;

with operator

C.Q. Hour $

62203 Crawler Dozer, Cat D-3, Case 650K, JD 550J PAT, or equivalent, with tilt blade, with operator

C.Q. Hour $

62204 Crawler Dozer, Cat D-6N, Case 1650, JD 700J or equivalent, w/rippers and tilt blade; with operator

C.Q. Hour $

62205 Haul Vehicle, End Dump, 6 C.Y.; with Operator C.Q. Hour $

62206 Haul Vehicle, End Dump, 10 C.Y.; with Operator C.Q. Hour $

62207 Track-Mounted Excavator, JD 120C or equivalent, with thumb attachment; with operator

C.Q. Hour $

62208 Skid Steer, Bobcat S220 or equivalent, w/12”

Solicitation No AG-82X9-S-11-0104 Page 26 of 79 operator

C.Q. Hour $

62210 Compactor, Vibratory Steel wheel, 5-8 ton, with operator

C.Q. Hour $

62211 Water Tender, 1,500 gallon pressurized; with driver/operator. 8-hour minimum per job.

C.Q. Hour $

62212 Hand-held compactor (whacker-packer) with operator

C.Q. Hour $

Note: Unit Prices are to be used for Task Orders; Hourly rates are intended for negotiating changes to

Solicitation No AG-82X9-S-11-0104 Page 27 of 79

Section C

Specifications

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 in accordance with the Specifications referenced in Section J.

STATEMENT OF WORK

CLEAR CREEK RANGER DISTRICT – 2011 IDIQ ROAD MAINTNENANCE

Description of Work

The project includes, but is not limited to, the following work: Road and parking area reconstruction, construction and maintenance; road obliteration; road maintenance; clearing and grubbing; culvert installation and repair; sign installation and repair; erosion control; gate and fencing installation and repair; cattleguard installation and repair; material haul; haul and placement of imported borrow or aggregate; geotextile placement; and other related road work as described in the

Statement of Work under each Task order.

Location of Project

The projects will be issued by individual task orders and will be within the Clear Creek Ranger District boundary as delineated on the attached map. The intent of this solicitation is to award one contract covering the Clear Creek Ranger

District of the Arapaho and Roosevelt National Forests and the Pawnee National Grassland.

Performance of the Work

All work shall be conducted in a safe and expedient manner and in conformance with the specifications referenced in the task order. When applicable, traffic control shall be in accordance with standards set forth in the most current edition of the

Manual on Uniform Traffic Control Devices (MUTCD).

All work shall be conducted by personnel fully qualified to perform the tasks assigned, and shall be supervised by a designated Contractor’s Representative.

Equipment All equipment shall be in good repair, and capable of accomplishing assigned tasks in a safe and environmentally acceptable manner. Where applicable, all equipment shall be fitted with approved spark arrestors.

All equipment shall be cleaned of earthen and vegetative materials that may contain weed seed prior to delivery onto

National Forest Lands.

Equipment and Materials Storage & Staging Upon concurrence from the Contracting Officer’s Representative, certain areas on the National Forests and Grasslands may be used on a case-by-case basis for storage of equipment and/or materials during active construction and/or maintenance periods. The Contractor shall be responsible for protection of items stored on Government property, and shall ensure adequate safety measures are maintained at such sites.

All repairs to equipment under this contract shall be made and paid for by the Contractor.

IDIQ Awards and Task Orders

By design, an IDIQ (Indefinite Delivery, Indefinite Quantity) contract allows the government to respond to various emergencies and light construction needs rapidly, without committing to a specific quantity or type of work. When a project is initiated, a task order will be offered to a contractor that outlines the work list for the roads, directions and maps, equipment needs, dates, and project location.

The minimum and maximum (cumulative) task order amount for the duration of the (first year) contract will be as follows:

$2,500 Minimum

$350,000 Maximum

No guaranteed minimum award will be provided for any subsequent optional future year renewals.

Routine Road Maintenance- Gravel and Native Surfaced Roads When the task order calls for routine blading (road grading) of forest roads, equipment operators with no previous national

Solicitation No AG-82X9-S-11-0104 Page 28 of 79 forest road maintenance experience shall view a short (18-minute) video on proper road maintenance techniques prior to beginning work. The operator shall work in a manner that closely follows the techniques shown in the video.

Commercial Materials

Commercial provided materials, such as aggregate, imported borrow, or gates, shall be paid for separately under each Task

Order.

Contract Time Task Order contract time will vary with the scope of work described in each order.

AGAR 452.211-73 Attachments To Statement Of Work/Specifications (FEB 1988) The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

Section D

Packaging and Marking This section Not Used

Section E

Inspection and Acceptance

52.246-12 Inspection of Construction. (APR 1996)

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

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

(c) Government inspections and tests are for the sole benefit of the Government and do not -

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

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

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the

Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the

Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size and performance tests shall be performed as described in the contract.

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

Solicitation No AG-82X9-S-11-0104 Page 29 of 79

(g) If the Contractor does not promptly replace or correct rejected work, the Government may -

(1) By contract or otherwise, replace or correct the work and charge the cost to the Contractor; or

(2) Terminate for default the Contractor's right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the

Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

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

Government's rights under any warranty or guarantee.

(End of clause)

52.246-21 Warranty of Construction. (MAR 1994)

(a) In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph (i) of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

(b) This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the

Government takes possession of any part of the work before final acceptance, this warranty shall continue for a period of 1 year from the date the Government takes possession.

(c) The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the

Contractor shall remedy at the Contractor's expense any damage to Government-owned or controlled real or personal property, when that damage is the result of -

(1) The Contractor's failure to conform to contract requirements; or

(2) Any defect of equipment, material, workmanship, or design furnished.

(d) The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The

Contractor's warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.

(e) The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

(f) If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the

Contractor's expense.

(g) With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall -

(1) Obtain all warranties that would be given in normal commercial practice;

(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the

Contracting Officer; and

Solicitation No AG-82X9-S-11-0104 Page 30 of 79

(3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

(h) In the event the Contractor's warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor's, manufacturers, or supplier's warranty.

(i) Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government or for the repair of any damage that result from any defect in

Government-furnished material or design.

(j) This warranty shall not limit the Government's rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud.

452.246-70 Inspection and Acceptance. (FEB 1988) -- Alternate I (FEB 1988)

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

(b) The Contracting Officer will accept the work performed designated in each task order.

(c) Acceptance will be performed at the Contracting Officer's work location.

Section F

Deliveries or Performance

F. 1. FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (Feb 1998)

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

F. 2. DELIVERIES

F.2.1. Contract Performance Time and Required Rate of Progress

The Contractor shall maintain progress at a rate that will assure completion within the performance period. The minimum acceptable rate of progress will be calculated by dividing the total Units of work for each item by performance time specified.

F.2.2. Contract Time (See Period of Performance definition): The Contractor shall start work promptly after receipt of a

Notice to Proceed. The Contractor shall maintain progress at a rate that will assure completion within the stated contract time.

The contract time will generally not exceed a required rate of progress exceeding that determined from the accepted work plan.

52.211-10 Commencement, Prosecution, and Completion of Work. (APR 1984) - Alternate I (APR 1984)

The Contractor shall be required to (a) commence work under this contract within the time established under each Task

Order as calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than as stated in individual Task Orders. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by the time allotted in each Task Order. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the http://www.arnet.gov/far

Solicitation No AG-82X9-S-11-0104 Page 31 of 79 time specified in the offer.

52.211-13 Time Extensions. (SEP 2000)

Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered. The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

452.236-75 Maximum Workweek - Construction Schedule. (NOV 1996)

Within 10 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.

The maximum workweek that will be approved is Monday through Friday - 40 hrs.

Section G

Contract Administration Data

G. 1. ORDERING PROCEDURE All work will be ordered through the issuance of individual Task Orders. Each Task

Order will list the specific work area, specifications, drawings and funding.

G.2. Unacceptable Work

G.2.1. All work must meet 100% compliance of standards or rework is required prior to payment.

G.2.2. Government will document unacceptable work quality in the performance assessment.

AGAR 452.215-73 Post Award Conference (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled within 30 days after the date of contract award unless otherwise directed by the Contracting Officer. The conference will be held at a site that will be announced by the Contracting Officer after the date of award.

CONTRACT ADMINISTRATION:

INVOICES:

INVOICES SHALL BE SUBMITTED TO:

STEVE RUSSELL, ADMINISTRATIVE CONTRACTING OFFICER

PHONE: 970-295-6691

FAX: 970-295-6699

EMAIL: snrussell@fs.fed.us

2150 CENTRE AVENUE, BUILDING E

FORT COLLINS, CO 80526

IN ACCORDANCE TO THE TERMS AND CONDITIONS OF THIS CONTRACT.

mailto:snrussell@fs.fed.us

Solicitation No AG-82X9-S-11-0104 Page 32 of 79

PAYMENT WILL BE MADE BY:

USDA Rural Development

Centralized Servicing Center

4300 Goodfellow Blvd (FC-233)

Bldg 105E

St. Louis, MO 63120-1703

PHONE: 314-457-4525

FOREST SERVICE REPRSENTATIVES:

Christina A. Cook will serve as the Contracting Officer on this contract. He will have full warrant authority over all contract issues.

Steve Russell will serve as the Administrative Contracting Officer on this project. He will serve as your primary point of contact throughout this contract. A letter of delegation of his authority will be provided at contract award. His contact information is included above.

Judy Kittson will serve as the Contracting Officer Representative on this contract. Her delegated authority and responsibilities and contact information will be defined on a delegation letter issued after contract award.

Section H

Special Contract Requirements

AGAR 452.236-77 Emergency Response

H. 1. KEY PERSONNEL

H.1.1. Contractor shall assign to this contract the key personnel identified in their technical proposal and that list shall include the following:

CONTRACTOR REPRESENTATIVE

FOREMAN/WOMAN

INSPECTOR

H.1.2. Contractor shall make no substitutions of key personnel without notifying the Contracting Officer within a reasonable timeframe and in advance, and shall submit justification (including proposed substitutions) in sufficient detail to permit evaluation of the impact on the contract. Proposed substitutes should have comparable qualifications to those of the persons being replaced.

H.1.3. Contractor shall make no diversion of key personnel without the written consent of the Contracting Officer.

H.1.4. Contract will be modified to reflect any approved changes of key personnel.

H. 2. FIRE CONTROL

H.2.1. Contractor's Responsibility for Contractor-Caused Fires. The Contractor, whether or not directed by the Forest

Service, shall immediately extinguish, without expense to the Government, all fires on or in the vicinity of the project which are caused by Contractor's employees, whether set directly or indirectly as a result of Contractor operations. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation resulting from fires set or caused by the Contractor's employees or resulting from contract operations.

H.2.2. Other Fires. For the purpose of fighting forest fires on or in the vicinity of the project which are not caused by the

Contractor or his employees, the Contractor when requested by the Contracting Officer shall place his employees and equipment temporarily at the disposal of the Forest Service. Payment for such services will be made by the Government at not less than the current rate for fire-fighting services established by the Forest Service in the area concerned.

H.2.3. Any employees and equipment furnished will be relieved from fire fighting as soon as the Forest Service finds that it is practicable to employ other labor and equipment adequate for the protection of the area.

Solicitation No AG-82X9-S-11-0104 Page 33 of 79

H.2.4. An equitable adjustment in contract time may be made for this period.

H.2.5. Fire Protection Requirements - Fire Plan. At all times during closed fire season period, as specified by State law, the

Contractor shall comply with each of the following provisions to the extent applicable to his operation under the contract.

H.2.5.1. Fire Tools.The Contractor will provide for each employee in the contract area at least one approved handtool of a type appropriate in the contract area, such as shovel, pulaski, or ax. Tools required and furnished under H.2.5.2. and H.2.5.4.

below shall count toward fulfillment of the above requirement. Where additional tools, beyond those required below, are to be provided, the Contractor shall seal such tools in one or more boxes painted red and marked "Tools for Fire Only." All tools required herein shall be kept sharp and in good serviceable condition and maintained at locations to be designated by the Forest Service.

H.2.5.2. Fire Extinguishers and Tools on Mobile or Stationary Equipment. Each Unit of powered equipment used in connection with this contract, including automobiles, trucks, tractors, etc., shall be equipped with serviceable tools and fire extinguishers as follows:

a. One - fire extinguisher, dry chemical type of not less than 2-1/2 pound capacity with 4 BC or higher rating.

b. One - shovel, round point #0 lady or equal.

c. One - ax, 2 pounds or over, 26-inch minimum length, or one pulaski.

d. One - water container (at least 1-gallon capacity), not required with stationary equipment.

H.2.5.3. Spark Arresters. Each internal combustion engine shall be provided with a spark arrester or spark arresting device approved by the Forest Service. Exceptions where the Forest Service may approve mufflers or other equipment in lieu of spark arresters qualified and rated under Forest Service Standard 5100-1a are: (a) small multiposition engines, such as chainsaws, shall meet Society of Automotive Engineers J335b standards; (b) passenger-carrying vehicles and light trucks may have baffle-type mufflers with tail pipe; (c) heavy-duty trucks may have a vertical stack exhaust system and muffler, provided the exhaust stack extends above the cab of the vehicle. An exhaust-driven turbocharger is considered to be a satisfactory spark arrester. Internal combustion engine exhaust systems, arresters, and other devices must be properly installed and maintained.

H.2.5.4. Powersaws. For each powersaw used in connection with this contract, the following will be provided:

a. One - shovel, round point #0 lady or equal. Shovel must be immediately available for use.

b. One - Fire extinguisher, containing not less than 8 ounces of extinguisher fluid, or a dry chemical powder-type of not less than 1-pound capacity. The extinguisher must be immediately accessible to the saw operator at all times.

H.2.5.4.1. Any fueling or refueling of a powersaw or auger shall only be done in an area which has first been cleared or is free of all material capable of carrying fire; powersaw or auger shall be moved at least 10 feet from place of fueling before starting.

H.2.5.5. Blasting. Fuse or prima cord shall not be used unless authorized in writing by the COR with special precautions stated.

H.2.5.6. Smoking. Smoking shall not be permitted within the contract area except on surfaced or dirt roads, at landings, within closed vehicles, in camps or at other posted places and shall never be allowed while working or traveling on foot.

H.2.5.7. Storage of Petroleum and Other Highly Flammable Products. Gasoline, oil, grease, or other highly flammable material will be stored either in a separate building used exclusively for such storage, or at a site where all combustible debris and vegetation is cleared away within a radius of 25 feet. Fire extinguishers and/or sand barrels may be required at such locations specified by the Forest Service when unusually hazardous conditions exist.

H.2.5.8. Debris Burning and Warming Fires. Burning permits will be required for all debris burning fires. Lunch and warming fires may be allowed in fireproofed areas during periods of low fire danger if and as specified in the fire plan. Such fires must not be left burning unattended.

Solicitation No AG-82X9-S-11-0104 Page 34 of 79

H.2.5.9. Precautions for Stoves. Stovepipes on all temporary buildings, trailers, and tents using wood burning stoves, will be equipped with roof jacks and serviceable spark arresters of mesh with openings no larger than 5/8 inch.

All stovepipes, inside and out, will not be closer than 2 feet from any wood or other flammable material or 1 foot if the combustible material is protected by a metal or asbestos shield.

H.2.5.10. Welding. Welding or use of cutting torches will be permitted only in areas…