Sects_B-M,_1282AT18R0008,_0003.pdf

Solicitation No. 1282AT18R0008, 0003 Arapaho Roosevelt NF’s and Pawnee NG Page 5 of 53 ARP Roads Maintenance IDIQ

Continuation of SF 1442

Block 27: The full text of a clause or provision may be accessed electronically at https://www.acquisition.gov/far/html/FARTOCP52.html.

This procurement requires the use of biobased products to the extent that such products are reasonably available, meet agency or relevant industry performance standards, are reasonably priced. Where available, these products should first be acquired from among qualified products that fall under the umbrella of items designated through the Federal Biobased Products Preferred Procurement Program (FB4P).

For more information on biobased program and biobased products, refer to the links under Section C.8.1. and C.8.2.

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Table of Contents

SECTION B – SCHEDULE OF ITEMS

SECTION C – DESCRIPTION/SPECIFICATIONS

SECTION D – PACKAGING AND MARKING

SECTION E – INSPECTION AND ACCEPTANCE

SECTION F – DELIVERIES OR PERFORMANCE

SECTION G – CONTRACT ADMINISTRATION DATA

SECTION H – SPECIAL CONTRACT REQUIREMENTS

SECTION I - CONTRACT CLAUSES

SECTION J – LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS

SECTION K – REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OF OFFERORS

SECTION L – INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR RESPONDENTS

SECTION M – EVALUATION FACTORS FOR AWARD

Arapaho Roosevelt NF’s and Pawnee NG Page 8 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

SECTION B – SCHEDULE OF ITEMS (SOI)

BASE PRICING: AWARD THROUGH 31 DECEMBER 2018

Item Description Method of Measure

Unit of Measure Unit Price

151 (01) General Mobilization. To be negotiated per task order.

See Description of Pay Items. A.Q. Each

N/A for Original Bidding

151 (12) Bonding, Task Order $30,000 to $150,000. No individual Task Order will exceed $150,000 % Each

N/A for Original Bidding

152 Establish clearing limits C.Q. Mile $___________ 157 (01) Sediment basin A.Q. Each $___________ 157 (02) Soil Erosion Control C.Q. LF $___________ 202 (01) Removal and Disposal of Trees less than 24" Diameter A.Q. Each $___________ 202 (02) Removal and Disposal of Trees greater than 24" Diameter A.Q. Each $___________ 203 (01) Removal of Existing Culverts A.Q. Each $___________

203 (02) Removal of Structures and Obstructions (Bury Pit) 35' X 20' and 7' Depth A.Q. Each $___________

204 (01) Roadway excavation, compaction method "C", finishing method "A". C.Q. CY $___________

204 (02) Load, Haul, and Place Material, compaction method "C", finishing method "A". C.Q. CY $___________

204(1)C Drainage excavation, type rolling dip construct A.Q. Each $___________ 204(2)R Drainage excavation, type rolling dip reconstruct A.Q. Each $___________ 211 (01) Roadway Obliteration, Method 1 Light C.Q. Mile $___________ 211 (02) Roadway Obliteration, Method 2 Medium C.Q. Mile $___________ 211 (03) Roadway Obliteration, Method 3 Heavy C.Q. Mile $___________ 212(1)C Linear grading, construction C.Q. Mile $___________ 212(2)R Linear grading - Reconstruction of road C.Q. Mile $___________ 230 Roadside brushing C.Q. Mile $___________ 251 Placed riprap C.Q. CY $___________ 303 Road reconditioning C.Q. Mile $ ____________

322(a)

Aggregate surface course, grading U, compaction method A, commercial source. Haul Vehicle 10 yard Dump Truck. C.Q. CY $ ____________

602 (01) Installation of 18-inch diameter corrugated metal pipe, compaction method "A" C.Q. LF $ ____________

602 (02) Installation of 24-inch diameter corrugated metal pipe, compaction method "A" C.Q. LF $ ____________

602 (03) Installation of 36-inch diameter corrugated metal pipe, compaction method "A" C.Q. LF $ ____________

602 (04) Installation of 15 " X 21" corrugated metal pipe arch, compaction method "A" C.Q. LF $ ____________

602 (05) Installation of 20"X28" corrugated metal pipe arch, compaction method "A". C.Q. LF $ ____________

602 (06) End section for an 18" pipe culvert. A.Q. Each $ ____________ 602 (07) End section for a 24" pipe culvert. A.Q. Each $ ____________ 602 (08) End section for a 36" pipe culvert. A.Q. Each $ ____________ 602 (9) End section for a 15"X21" corrugated metal pipe arch. A.Q. Each $ ____________ 602 (10) End section for a 20"X28" corrugated metal pipe arch. A.Q. Each $ ____________

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 9 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

BASE PRICING: AWARD THROUGH 31 DECEMBER 2018

Method of

Measure Unit Unit Price 607 (01) Cleaning culverts in place 24" or under. A.Q. Each $ ____________ 607 (02) Cleaning culverts in place 24"-36" A.Q. Each $ ____________ 607 (03) Cleaning culverts in place 36" and larger. A.Q. Each $ ____________ 619 (01) Fence, type barbed wire C.Q. Foot $ ____________ 619 (02) Gate, type barbed wire, size 16-20 feet wide A.Q. Each $ ____________

619 (03) Transport and install Government Furnished 16' Heavy Duty gate. A.Q. Each $ ____________

619 (04) Fences, Gates, and Cattleguards, Replace Lock Open Post A.Q. Each $ ____________

619 (05) Fences, Gates, and Cattleguards, Furnish and Install Type 2 OM A.Q. Each $ ____________

622 (01) Motor Grader, Cat 140, JD770D, or Equiv; with operator A.Q. Day $ ____________

622 (02) Bachhoe/Loader, Cat 416E, JD310G, or equiv, 4WD with exentable stick; with operator. A.Q. Day $ ____________

622 (03) Crawler Dozer, Cat D-4, Case 550, or equiv. w/tilt blade; with operator. A.Q. Day $ ____________

622 (04) Crawler Dozer, Cat D-6, Case 850, or equiv. w/tilt blade; with operator. A.Q. Day $ ____________

622 (05) Track mounted excavator, Cat 315, Case 9030, or equiv. w/ thumb attachment; with operator. A.Q. Day $ ____________

622 (06) Compact Track Loader, John Deere 300 Series or equiv. with operator A.Q. Day $ ____________

622 (07) Mini Excavator, CAT 303 w/ thumb attachment or equiv. with operator. A.Q. Day $ ____________

622 (08) Wheel loader, John Deere 544, CAT 950 or equiv.

with operator A.Q. Day $ ____________

622 (09) Dump Truck, 10CY end dump with operator. A.Q. Day $ ____________ 622 (10) Dump Truck, 23CY side dump with operator. A.Q. Day $ ____________

Seeding, dry method (Seed will be a Government Furnished Item) C.Q. Acre $ ____________

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 10 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

OPTION YEAR ONE (1): 01 JANUARY 2019 THROUGH 31 DECEMBER 2019

Method of

Measure Unit of

Measure Unit Price 151 (01) General Mobilization. To be negotiated per task order.

See Description of Pay Items.

A.Q. Each N/A for Original Bidding

151 (12) Bonding, Task Order $30,000 to $150,000. No individual Task Order will exceed $150,000

% Each N/A for Original Bidding

152 Establish clearing limits C.Q. Mile $___________ 157 (01) Sediment basin A.Q. Each $___________ 157 (02) Soil Erosion Control C.Q. LF $___________ 202 (01) Removal and Disposal of Trees less than 24" Diameter A.Q. Each $___________ 202 (02) Removal and Disposal of Trees greater than 24" Diameter A.Q. Each $___________ 203 (01) Removal of Existing Culverts A.Q. Each $___________ 203 (02) Removal of Structures and Obstructions (Bury Pit) 35' X

20' and 7' Depth A.Q. Each $___________

204 (01) Roadway excavation, compaction method "C", finishing method "A".

C.Q. CY $___________

204 (02) Load, Haul, and Place Material, compaction method "C", finishing method "A".

C.Q. CY $___________

204(1)C Drainage excavation, type rolling dip construct A.Q. Each $___________ 204(2)R Drainage excavation, type rolling dip reconstruct A.Q. Each $___________ 211 (01) Roadway Obliteration, Method 1 Light C.Q. Mile $___________ 211 (02) Roadway Obliteration, Method 2 Medium C.Q. Mile $___________ 211 (03) Roadway Obliteration, Method 3 Heavy C.Q. Mile $___________ 212(1)C Linear grading, construction C.Q. Mile $___________ 212(2)R Linear grading - Reconstruction of road C.Q. Mile $___________ 230 Roadside brushing C.Q. Mile $___________ 251 Placed riprap C.Q. CY $___________ 303 Road reconditioning C.Q. Mile $___________ 322(a) Aggregate surface course, grading U, compaction method

A, commercial source. Haul Vehicle 10 yard Dump Truck.

C.Q. CY $___________

602 (01) Installation of 18-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (02) Installation of 24-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (03) Installation of 36-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (04) Installation of 15 " X 21" corrugated metal pipe arch, compaction method "A"

C.Q. LF $___________

602 (05) Installation of 20"X28" corrugated metal pipe arch, compaction method "A".

C.Q. LF $___________

602 (06) End section for an 18" pipe culvert. A.Q. Each $___________ 602 (07) End section for a 24" pipe culvert. A.Q. Each $___________ 602 (08) End section for a 36" pipe culvert. A.Q. Each $___________ 602 (9) End section for a 15"X21" corrugated metal pipe arch. A.Q. Each $___________ 602 (10) End section for a 20"X28" corrugated metal pipe arch. A.Q. Each $___________

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 11 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

OPTION YEAR ONE (1): 01 JANUARY 2019 THROUGH 31 DECEMBER 2019

Method of

Measure Unit of

Measure Unit Price 607 (01) Cleaning culverts in place 24" or under. A.Q. Each $___________ 607 (02) Cleaning culverts in place 24"-36" A.Q. Each $___________ 607 (03) Cleaning culverts in place 36" and larger. A.Q. Each $___________ 619 (01) Fence, type barbed wire C.Q. Foot $___________ 619 (02) Gate, type barbed wire, size 16-20 feet wide A.Q. Each $___________

619 (03) Transport and install Government Furnished 16' Heavy Duty gate.

A.Q. Each $___________

619 (04) Fences, Gates, and Cattleguards, Replace Lock Open Post A.Q. Each $___________

619 (05) Fences, Gates, and Cattleguards, Furnish and Install Type

2 OM

A.Q. Each $___________

622 (01) Motor Grader, Cat 140, JD770D, or Equiv; with operator A.Q. Day $___________

622 (02) Bachhoe/Loader, Cat 416E, JD310G, or equiv, 4WD with exentable stick; with operator.

A.Q. Day $___________

622 (03) Crawler Dozer, Cat D-4, Case 550, or equiv. w/tilt blade;

with operator.

A.Q. Day $___________

622 (04) Crawler Dozer, Cat D-6, Case 850, or equiv. w/tilt blade;

with operator.

A.Q. Day $___________

622 (05) Track mounted excavator, Cat 315, Case 9030, or equiv.

w/ thumb attachment; with operator.

A.Q. Day $___________

622 (06) Compact Track Loader, John Deere 300 Series or equiv.

with operator

A.Q. Day $___________

622 (07) Mini Excavator, CAT 303 w/ thumb attachment or equiv.

with operator.

A.Q. Day $___________

622 (08) Wheel loader, John Deere 544, CAT 950 or equiv. with operator

A.Q. Day $___________

622 (09) Dump Truck, 10CY end dump with operator. A.Q. Day $___________ 622 (10) Dump Truck, 23CY side dump with operator. A.Q. Day $___________

Seeding, dry method (Seed will be a Government Furnished Item)

C.Q. Acre $___________

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 12 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

OPTION YEAR TWO (2): 01 JANUARY 2020 THROUGH 31 DECEMBER 2020

Method of

Measure Unit of

Measure Unit Price 151 (01) General Mobilization. To be negotiated per task order.

See Description of Pay Items.

A.Q. Each N/A for Original Bidding

151 (12) Bonding, Task Order $30,000 to $150,000. No individual Task Order will exceed $150,000

% Each N/A for Original Bidding

152 Establish clearing limits C.Q. Mile $___________ 157 (01) Sediment basin A.Q. Each $___________ 157 (02) Soil Erosion Control C.Q. LF $___________ 202 (01) Removal and Disposal of Trees less than 24" Diameter A.Q. Each $___________ 202 (02) Removal and Disposal of Trees greater than 24" Diameter A.Q. Each $___________ 203 (01) Removal of Existing Culverts A.Q. Each $___________ 203 (02) Removal of Structures and Obstructions (Bury Pit) 35' X

20' and 7' Depth A.Q. Each $___________

204 (01) Roadway excavation, compaction method "C", finishing method "A".

C.Q. CY $___________

204 (02) Load, Haul, and Place Material, compaction method "C", finishing method "A".

C.Q. CY $___________

204(1)C Drainage excavation, type rolling dip construct A.Q. Each $___________ 204(2)R Drainage excavation, type rolling dip reconstruct A.Q. Each $___________ 211 (01) Roadway Obliteration, Method 1 Light C.Q. Mile $___________ 211 (02) Roadway Obliteration, Method 2 Medium C.Q. Mile $___________ 211 (03) Roadway Obliteration, Method 3 Heavy C.Q. Mile $___________ 212(1)C Linear grading, construction C.Q. Mile $___________ 212(2)R Linear grading - Reconstruction of road C.Q. Mile $___________ 230 Roadside brushing C.Q. Mile $___________ 251 Placed riprap C.Q. CY $___________ 303 Road reconditioning C.Q. Mile $___________ 322(a) Aggregate surface course, grading U, compaction method

A, commercial source. Haul Vehicle 10 yard Dump Truck.

C.Q. CY $___________

602 (01) Installation of 18-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (02) Installation of 24-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (03) Installation of 36-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (04) Installation of 15 " X 21" corrugated metal pipe arch, compaction method "A"

C.Q. LF $___________

602 (05) Installation of 20"X28" corrugated metal pipe arch, compaction method "A".

C.Q. LF $___________

602 (06) End section for an 18" pipe culvert. A.Q. Each $___________ 602 (07) End section for a 24" pipe culvert. A.Q. Each $___________ 602 (08) End section for a 36" pipe culvert. A.Q. Each $___________ 602 (9) End section for a 15"X21" corrugated metal pipe arch. A.Q. Each $___________

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 13 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

OPTION YEAR TWO (2): 01 JANUARY 2020 THROUGH 31 DECEMBER 2020

Method of

Measure Unit of

Measure Unit Price 607 (01) Cleaning culverts in place 24" or under. A.Q. Each $___________ 607 (02) Cleaning culverts in place 24"-36" A.Q. Each $___________ 607 (03) Cleaning culverts in place 36" and larger. A.Q. Each $___________ 619 (01) Fence, type barbed wire C.Q. Foot $___________ 619 (02) Gate, type barbed wire, size 16-20 feet wide A.Q. Each $___________

619 (03) Transport and install Government Furnished 16' Heavy Duty gate.

A.Q. Each $___________

619 (04) Fences, Gates, and Cattleguards, Replace Lock Open Post A.Q. Each $___________

619 (05) Fences, Gates, and Cattleguards, Furnish and Install Type

2 OM

A.Q. Each $___________

622 (01) Motor Grader, Cat 140, JD770D, or Equiv; with operator A.Q. Day $___________

622 (02) Bachhoe/Loader, Cat 416E, JD310G, or equiv, 4WD with exentable stick; with operator.

A.Q. Day $___________

622 (03) Crawler Dozer, Cat D-4, Case 550, or equiv. w/tilt blade;

with operator.

A.Q. Day $___________

622 (04) Crawler Dozer, Cat D-6, Case 850, or equiv. w/tilt blade;

with operator.

A.Q. Day $___________

622 (05) Track mounted excavator, Cat 315, Case 9030, or equiv.

w/ thumb attachment; with operator.

A.Q. Day $___________

622 (06) Compact Track Loader, John Deere 300 Series or equiv.

with operator

A.Q. Day $___________

622 (07) Mini Excavator, CAT 303 w/ thumb attachment or equiv.

with operator.

A.Q. Day $___________

622 (08) Wheel loader, John Deere 544, CAT 950 or equiv. with operator

A.Q. Day $___________

622 (09) Dump Truck, 10CY end dump with operator. A.Q. Day $___________ 622 (10) Dump Truck, 23CY side dump with operator. A.Q. Day $___________

Seeding, dry method (Seed will be a Government Furnished Item)

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 14 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

OPTION YEAR THREE (3): 01 JANUARY 2021 THROUGH 31 DECEMBER 2021

Method of

Measure Unit of

Measure Unit Price 151 (01) General Mobilization. To be negotiated per task order.

See Description of Pay Items.

A.Q. Each N/A for Original Bidding

151 (12) Bonding, Task Order $30,000 to $150,000. No individual Task Order will exceed $150,000

% Each N/A for Original Bidding

152 Establish clearing limits C.Q. Mile $___________ 157 (01) Sediment basin A.Q. Each $___________ 157 (02) Soil Erosion Control C.Q. LF $___________ 202 (01) Removal and Disposal of Trees less than 24" Diameter A.Q. Each $___________ 202 (02) Removal and Disposal of Trees greater than 24" Diameter A.Q. Each $___________ 203 (01) Removal of Existing Culverts A.Q. Each $___________ 203 (02) Removal of Structures and Obstructions (Bury Pit) 35' X

20' and 7' Depth A.Q. Each $___________

204 (01) Roadway excavation, compaction method "C", finishing method "A".

C.Q. CY $___________

204 (02) Load, Haul, and Place Material, compaction method "C", finishing method "A".

C.Q. CY $___________

204(1)C Drainage excavation, type rolling dip construct A.Q. Each $___________ 204(2)R Drainage excavation, type rolling dip reconstruct A.Q. Each $___________ 211 (01) Roadway Obliteration, Method 1 Light C.Q. Mile $___________ 211 (02) Roadway Obliteration, Method 2 Medium C.Q. Mile $___________ 211 (03) Roadway Obliteration, Method 3 Heavy C.Q. Mile $___________ 212(1)C Linear grading, construction C.Q. Mile $___________ 212(2)R Linear grading - Reconstruction of road C.Q. Mile $___________ 230 Roadside brushing C.Q. Mile $___________ 251 Placed riprap C.Q. CY $___________ 303 Road reconditioning C.Q. Mile $___________ 322(a) Aggregate surface course, grading U, compaction method

A, commercial source. Haul Vehicle 10 yard Dump Truck.

C.Q. CY $___________

602 (01) Installation of 18-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (02) Installation of 24-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (03) Installation of 36-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (04) Installation of 15 " X 21" corrugated metal pipe arch, compaction method "A"

C.Q. LF $___________

602 (05) Installation of 20"X28" corrugated metal pipe arch, compaction method "A".

C.Q. LF $___________

602 (06) End section for an 18" pipe culvert. A.Q. Each $___________ 602 (07) End section for a 24" pipe culvert. A.Q. Each $___________ 602 (08) End section for a 36" pipe culvert. A.Q. Each $___________ 602 (9) End section for a 15"X21" corrugated metal pipe arch. A.Q. Each $___________

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 15 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

OPTION YEAR THREE (3): 01 JANUARY 2021 THROUGH 31 DECEMBER 2021

Method of

Measure Unit of

Measure Unit Price 607 (01) Cleaning culverts in place 24" or under. A.Q. Each $___________ 607 (02) Cleaning culverts in place 24"-36" A.Q. Each $___________ 607 (03) Cleaning culverts in place 36" and larger. A.Q. Each $___________ 619 (01) Fence, type barbed wire C.Q. Foot $___________ 619 (02) Gate, type barbed wire, size 16-20 feet wide A.Q. Each $___________

619 (03) Transport and install Government Furnished 16' Heavy Duty gate.

A.Q. Each $___________

619 (04) Fences, Gates, and Cattleguards, Replace Lock Open Post A.Q. Each $___________

619 (05) Fences, Gates, and Cattleguards, Furnish and Install Type

2 OM

A.Q. Each $___________

622 (01) Motor Grader, Cat 140, JD770D, or Equiv; with operator A.Q. Day $___________

622 (02) Bachhoe/Loader, Cat 416E, JD310G, or equiv, 4WD with exentable stick; with operator.

A.Q. Day $___________

622 (03) Crawler Dozer, Cat D-4, Case 550, or equiv. w/tilt blade;

with operator.

A.Q. Day $___________

622 (04) Crawler Dozer, Cat D-6, Case 850, or equiv. w/tilt blade;

with operator.

A.Q. Day $___________

622 (05) Track mounted excavator, Cat 315, Case 9030, or equiv.

w/ thumb attachment; with operator.

A.Q. Day $___________

622 (06) Compact Track Loader, John Deere 300 Series or equiv.

with operator

A.Q. Day $___________

622 (07) Mini Excavator, CAT 303 w/ thumb attachment or equiv.

with operator.

A.Q. Day $___________

622 (08) Wheel loader, John Deere 544, CAT 950 or equiv. with operator

A.Q. Day $___________

622 (09) Dump Truck, 10CY end dump with operator. A.Q. Day $___________ 622 (10) Dump Truck, 23CY side dump with operator. A.Q. Day $___________

Seeding, dry method (Seed will be a Government Furnished Item)

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 16 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

OPTION YEAR FOUR (4): 01 JANUARY 2022 THROUGH 31 DECEMBER 2022

Method of

Measure Unit of

Measure Unit Price 151 (01) General Mobilization. To be negotiated per task order.

See Description of Pay Items.

A.Q. Each N/A for Original Bidding

151 (12) Bonding, Task Order $30,000 to $150,000. No individual Task Order will exceed $150,000

% Each N/A for Original Bidding

152 Establish clearing limits C.Q. Mile $___________ 157 (01) Sediment basin A.Q. Each $___________ 157 (02) Soil Erosion Control C.Q. LF $___________ 202 (01) Removal and Disposal of Trees less than 24" Diameter A.Q. Each $___________ 202 (02) Removal and Disposal of Trees greater than 24" Diameter A.Q. Each $___________ 203 (01) Removal of Existing Culverts A.Q. Each $___________ 203 (02) Removal of Structures and Obstructions (Bury Pit) 35' X

20' and 7' Depth A.Q. Each $___________

204 (01) Roadway excavation, compaction method "C", finishing method "A".

C.Q. CY $___________

204 (02) Load, Haul, and Place Material, compaction method "C", finishing method "A".

C.Q. CY $___________

204(1)C Drainage excavation, type rolling dip construct A.Q. Each $___________ 204(2)R Drainage excavation, type rolling dip reconstruct A.Q. Each $___________ 211 (01) Roadway Obliteration, Method 1 Light C.Q. Mile $___________ 211 (02) Roadway Obliteration, Method 2 Medium C.Q. Mile $___________ 211 (03) Roadway Obliteration, Method 3 Heavy C.Q. Mile $___________ 212(1)C Linear grading, construction C.Q. Mile $___________ 212(2)R Linear grading - Reconstruction of road C.Q. Mile $___________ 230 Roadside brushing C.Q. Mile $___________ 251 Placed riprap C.Q. CY $___________ 303 Road reconditioning C.Q. Mile $___________ 322(a) Aggregate surface course, grading U, compaction method

A, commercial source. Haul Vehicle 10 yard Dump Truck.

C.Q. CY $___________

602 (01) Installation of 18-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (02) Installation of 24-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (03) Installation of 36-inch diameter corrugated metal pipe, compaction method "A"

C.Q. LF $___________

602 (04) Installation of 15 " X 21" corrugated metal pipe arch, compaction method "A"

C.Q. LF $___________

602 (05) Installation of 20"X28" corrugated metal pipe arch, compaction method "A".

C.Q. LF $___________

602 (06) End section for an 18" pipe culvert. A.Q. Each $___________ 602 (07) End section for a 24" pipe culvert. A.Q. Each $___________ 602 (08) End section for a 36" pipe culvert. A.Q. Each $___________ 602 (9) End section for a 15"X21" corrugated metal pipe arch. A.Q. Each $___________

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

Arapaho Roosevelt NF’s and Pawnee NG Page 17 of 53

**FOR SOLICITATION PURPOSES, CONTRACTOR SHALL COMPLETE THE SCHEDULE OF ITEMS IN SECTION J, ATTACHMENTS.**

OPTION YEAR FOUR (4): 01 JANUARY 2022 THROUGH 31 DECEMBER 2022

Method of

Measure Unit of

Measure Unit Price 607 (01) Cleaning culverts in place 24" or under. A.Q. Each $___________ 607 (02) Cleaning culverts in place 24"-36" A.Q. Each $___________ 607 (03) Cleaning culverts in place 36" and larger. A.Q. Each $___________ 619 (01) Fence, type barbed wire C.Q. Foot $___________ 619 (02) Gate, type barbed wire, size 16-20 feet wide A.Q. Each $___________

619 (03) Transport and install Government Furnished 16' Heavy Duty gate.

A.Q. Each $___________

619 (04) Fences, Gates, and Cattleguards, Replace Lock Open Post A.Q. Each $___________

619 (05) Fences, Gates, and Cattleguards, Furnish and Install Type

2 OM

A.Q. Each $___________

622 (01) Motor Grader, Cat 140, JD770D, or Equiv; with operator A.Q. Day $___________

622 (02) Bachhoe/Loader, Cat 416E, JD310G, or equiv, 4WD with exentable stick; with operator.

A.Q. Day $___________

622 (03) Crawler Dozer, Cat D-4, Case 550, or equiv. w/tilt blade;

with operator.

A.Q. Day $___________

622 (04) Crawler Dozer, Cat D-6, Case 850, or equiv. w/tilt blade;

with operator.

A.Q. Day $___________

622 (05) Track mounted excavator, Cat 315, Case 9030, or equiv.

w/ thumb attachment; with operator.

A.Q. Day $___________

622 (06) Compact Track Loader, John Deere 300 Series or equiv.

with operator

A.Q. Day $___________

622 (07) Mini Excavator, CAT 303 w/ thumb attachment or equiv.

with operator.

A.Q. Day $___________

622 (08) Wheel loader, John Deere 544, CAT 950 or equiv. with operator

A.Q. Day $___________

622 (09) Dump Truck, 10CY end dump with operator. A.Q. Day $___________ 622 (10) Dump Truck, 23CY side dump with operator. A.Q. Day $___________

Seeding, dry method (Seed will be a Government Furnished Item)

*Unit pricing is firm fixed. Task order pricing will adhere to the costs provided in the awarded IDIQ contract.

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Schedule General Notes:

1. Mobilization shall be paid one time per job (Pay Item 151(01)) according to the piece of equipment being mobilized on a per task order basis (see Description of Pay Items Attachment). No bid is required for the parent contract.

Mobilization shall be paid from Fort Collins or specified Base of Operations to the work site one way using Pay Item 151(01). Mobilization will not be paid for the return trip to the base of operations, or for re-mobilization to the same project (e.g. equipment taken back to the base of operations for the weekend), unless agreed in advance by the Contracting Officer. Cleaning of equipment shall be considered incidental to 151 Mobilization: in order to prevent the spread of noxious weeds, the Contractor shall clean all equipment prior to moving it to the project area (National Forest System lands). This cleaning shall remove all soil, plant parts, seeds, vegetative matter, or other debris that could contain or hold seeds. Only construction and maintenance equipment and the equipment necessary to transport said equipment, shall be cleaned and inspected by the Forest Service prior to operating within the project area. This requirement does not apply to service vehicles, water trucks, pickups, cars, and/or similar vehicles.

2. Mobilization covers the movement of personnel, equipment, supplies, and incidentals to the project area and perform all activities necessary to accomplish work at the project site. Obtain permits, insurance and bonds.

Requirements and provisions shall follow Pay Item 151 (01).

3. Pay Item 151(12). Bonding is a percentage unit price and shall be used for any Task Order between $30,000 and $250,000. The Pay Item is calculated by adding all mobilization pay item costs with all work pay items costs and then multiplying the percentage by the total cost.

4. Regulatory Requirements. This section identifies the code and standards which apply to the work in this contract.

No separate measurement or payment will be made for meeting requirements of this Section. All work and materials shall be incidental to paid work for this contract.

5. Work Area Management. No separate measurement or payment will be made for meeting requirements of this Section. All work and materials are incidental to paid work in this contract.

6. “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03”, U.S.

Customary Units, is applicable for this project, and is included by reference only. The requirements contained in these Standard Specifications are hereby made a part of this solicitation and any resulting work. These specifications can be viewed at no cost on the FHWA website, which also gives ordering information:

https://flh.fhwa.dot.gov/resources/specs/fp-03/.

7. Unless otherwise shown, work measured and paid for under one PAY ITEM, will not be paid for under any other

PAY ITEM. The quantity to be paid for is the quantity DESIGNATED IN THE SCHEDULE OF ITEMS. No payment will be made for work performed in excess of that staked, ordered, or otherwise authorized.

8. Payment will be made following satisfactory completion of task order at the unit rate as listed on each task order.

9. Unit pricing is the firm fixed amount to be awarded under this contract and used in the cumulative amounts for task order awards. Task Orders will be competed among the awardees and evaluated based on a best value determination. When a project is initiated, a Task Order will be offered to the awarded Contractor that outlines the project needs, equipment needs, dates, and specific project location(s). Task Orders will be issued either as an “All Services” or “Construction” requirement.

Arapaho Roosevelt NF’s and Pawnee NG Page 19 of 53

SECTION C – DESCRIPTION/SPECIFICATIONS

C.1 SCOPE OF CONTRACT

This contract is a multi-award roads construction / re-construction multi-year contract that includes all districts servicing the Arapaho and Roosevelt National Forests and Pawnee National Grasslands. By design, an Indefinite Delivery, Indefinite Quantity (IDIQ) contract allows the Government to respond to various emergencies and light construction needs rapidly, without committing to a specific quantity or type of work. Hybrid meaning Task Orders will be issued either as an “All Services” or “Construction” requirement. If all line items are services then a service task order will be issued and the Service Contract Labor Standards applies. If one or more line items in the task order is construction then a construction task order will be issued and the Construction Wage Rate Requirements applies. Construction task orders will be issued and the Construction Wage Rate Requirement awarded with the individual task order. When a project is initiated, a Task Order will be offered to the awarded Contractor based on the lowest price technically acceptable that meets the Governments project needs, equipment needs, dates, and specific project location.

C.2 DESCRIPTION OF WORK

The projects will be awarded under individual task orders that require various types of road maintenance work items including but not limited to: earth work; haul and placement of crushed aggregate road surfacing; installation of culverts;

trenching and backfill; road blading; roadside brushing; clean/reshape drainage and lead out ditches; culvert cleaning/replacement; sign and gate installation/repair; cattle guard installation/maintenance; hazard tree removal road and/or parking area construction, reconstruction, reconditioning, maintenance, decommissioning; trail construction, reconstruction, reconditioning, maintenance, and decommissioning; vegetative clearing, grubbing, and brushing; culvert installation and repair; road/stream interaction projects; aquatic organism passage projects, erosion control, sign installation and repair; cattleguard installation and repair; gate installation and repair including minor concrete forming and finishing;

recreational site construction, reconstruction, reconditioning, and maintenance; material haul; haul and placement of imported borrow or aggregate, and other related road work as described in the Statement of Work under each individual Task Order issued under this contract.

C.2.1 STANDARD SPECIFICATIONS

“Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03”, U.S. Customary Units, is applicable for this project, and is included by reference only. The requirements contained in these Standard Specifications are hereby made a part of this solicitation and any resulting work. These specifications can be viewed at no cost on the FHWA website, which also gives ordering information: https://flh.fhwa.dot.gov/resources/specs/fp-03/*

Section J of this contract contains Supplemental and Special Project Specifications that supplement and/or modify the Standard Specifications. The Standard, Supplemental, and Special Project Specifications shall all be used in conjunction with each other to properly determine the correct specification for each Pay Item in the Schedule of Items.

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.

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

C.3 LOCATION OF PROJECT

This is a Forest Wide work project that includes all areas under the Arapaho and Roosevelt National Forests and Pawnee National Grasslands. Project areas are numerous. The applicable counties include: Boulder, Clear Creek, Gilpin, Grand, Larimer and Weld. For the purpose of the solicitation and subsequent contract, some of the project areas are described and shown on the maps provided in Section J.

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C.4 PERFORMANCE OF THE WORK

All work shall be conducted in a safe and expedient manner in conformance with OSHA standards. All work shall be conducted in a safe and expedient manner in conformance with OSHA standards and the specifications referenced in Section J attachment J.1 and the awarded 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 such tasks assigned and shall be supervised by an onsite designated Contractor’s Representative.

C.5 CONTRACT TIME

This contract includes a base period and four (4) one year optional years that may be exercised at the discretion of the Government.

The Contracting Officer shall submit an executed task order to the Contractor. All work will be ordered by Firm-Fixed price Task Orders (TO) at the prices listed on the Schedule of Items through the Base Period and each Option Year exercised. The price may change only by a written modification to the task order signed by the Contracting Officer and the Contractor. The Contractor shall schedule work to minimize impact on road use when possible.

C.6 SAFETY

Contractors are subject to all applicable State and Federal OSHA rules and regulations. At time of award, the contractor shall submit to the COR, a safety plan that addresses the Material Safety Data Sheets (MSDS) with the intended use of each of the solutions the contractor proposes to use in the performance of work. MSDS sheets shall be supplied to the COR prior to using the items in the buildings. The Contractor shall not use any materials in which the COR determines to be unsuitable for the work, or harmful to the surfaces it is intended to be applied to. This does not relieve the Contractor of any damages resulting from the application of such materials. All containers used shall be clearly marked with manufacturer, type of chemical and intended usage. Mixing of chemicals is not allowed.

C.7 EQUIPMENT

The equipment listed in the Schedule of Items constitutes the minimum mandatory equipment to be furnished and operated under this contract. Failure to furnish rates for this equipment will render the offer non-responsive. Larger equipment maybe used except in such cases that oversized equipment would result in unacceptable ground disturbance or be counterproductive. Equipment substitutions must be requested in writing and must be approved by the Contracting Officer prior to use.

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

All equipment shall be cleaned of earthen and vegetative materials that may contain weed seed prior to delivery onto National Forest Lands. If using equipment on multiple Task Orders at one time or if there are long mobilization distances between sites on the same Task Order, the Contracting Officer may require cleaning of equipment between the project sites.

Mobilization of equipment shall not occur prior to inspection unless permission is given by the Contracting Officer.

C.7.1 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.

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C.7.2 GOVERNMENT FURNISHED EQUIPMENT

Unless otherwise agreed upon, any construction materials incorporated into the work shall be furnished and delivered to or near the project site(s) by the Contractor.

C.8 SUSTAINABLE PRODUCTS

The Contractor shall comply with Section 9002 of the Farm Security and Rural Investment Act of 2002 (FSRIA), Executive Order (EO) 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” and the Federal Acquisition Regulation to provide biobased products.

The Contractor shall utilize products and material made from biobased materials (e.g. biobased greases, biobased hydraulic fluids, biobased absorbents) to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. All supplies and materials shall be of a type and quality that conform to applicable Federal specifications and standards. All supplies and materials to be used in the performance of work described herein are subject to the approval of the Contracting Officer.

C.8.1 In the performance of this contract, the Contractor shall make maximum use of biobased oils and lubricants that are designated by the United States Department of Agriculture unless the product cannot be acquired:

- Competitively within a time frame providing for compliance with the contract performance schedule;

- Meeting contract performance requirements; or

- At a reasonable price.

Information about this requirement and these products is available at http://sftool.gov/green-products/1/construction-materials.

C.8.2 The Federal Acquisition Regulation (FAR) requires Contractors to report the purchase of biobased products under service and construction contracts during the previous Government fiscal year (October 1 thru September 30) and to submit this report no later than:

1. October 31 of each year during contract performance; and

2. At the end of contract performance.

3. Information about this requirement is available at http://www.biopreferred.gov/FARReporting/FARReporting.xhtml

C.8.3 Sustainable products identified for this solicitation:

The following is an example list of products that may be used in this contract for operations and maintenance for which biobased products are available. The list is not all inclusive. It is desirable that vendors be able to supply the greatest number of biobased products listed meeting the health and environmental specifications.

C.8.3.1 Diesel Fuel Additives

(1) Any substance, other than one composed solely of carbon and/or hydrogen that is intentionally added to diesel fuel (including any added to a motor vehicle's fuel system) and that is not intentionally removed prior to sale or use.

(2) Neat biodiesel, also referred to as B100, when used as an additive. Diesel fuel additive does not mean neat biodiesel when used as a fuel or blended biodiesel fuel (e.g., B20). 90% - Minimum Biobased Content.

C.8.3.2 Hydraulic Fluids - Mobile Equipment Hydraulic fluids formulated for general use in nonstationary equipment, such as tractors, end loaders, or backhoes. 44% - Minimum Biobased Content.

C.8.3.3 Penetrating Lubricants Products formulated to provide light lubrication and corrosion resistance in close tolerant internal and external

Arapaho Roosevelt NF’s and Pawnee NG Page 22 of 53 applications including frozen nuts and bolts, power tools, gears, valves, chains, and cables. 68% - Minimum Biobased Content.

C.8.3.4 Greases - TruckLubricants composed of oils thickened to a semisolid or solid consistency using soaps, polymers or other solids, or other thickeners. Lubricants that are designed for use on the fifth wheel of tractor trailer trucks onto which the semi-trailer rests and pivots. 71% - Minimum Biobased Content.

C.8.3.5 Gear Lubricants Products, such as greases or oils, that are designed to reduce friction when applied to a toothed machine part (such as a wheel or cylinder) that meshes with another toothed part to transmit motion or to change speed or direction. 58% - Minimum Biobased Content.

C.8.3.6 Fuel Conditioners Products formulated to improve the performance and efficiency of engines by providing benefits such as removing accumulated deposits, increasing lubricity, removing moisture, increasing the cetane number, and/or preventing microbial growths within the fuel system. 64% - Minimum Biobased Content.

C.8.3.7 Erosion Control Woven or non-woven fiber materials manufactured for use on construction, demolition, or other sites to prevent wind or water erosion of loose earth surfaces, which may be combined with seed and/or fertilizer to promote growth. 77% - Minimum Biobased Content.

C.9 COMMERCIAL ITEMS

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

C.10 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 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.

C.11 DEFINITIONS

Administrative Contracting Officer (ACO) - The ACO has authority for the administration of the contract and will handle all matters beyond the authority of the COR. Generally, this includes the day-to-day administration of the contract, except for matters pertaining to changes in contract price and time. The ACO Designation letter outlines functions the ACO cannot perform.

Contracting Officer (CO) Has full authority for the administration of the contract and will personally handle all matters beyond the authority of the ACO and COR. Contracting Officers are agents of the Government and are the only officials authorized to enter into any contract or agreement that binds the Government. If you are asked to perform additional work, or make changes not specified in the contract, DO NOT perform the work but immediately notify the Contracting Officer.

A Contracting Officer holds a legal warrant, which is a designation of authority to bind the Government.

Contracting Officer’s Representative (COR) The Contracting Officer’s Representative (COR) is the person most responsible for technical advice. The COR is also responsible for maintaining property records, outlining work, material approvals, inspecting work in progress, estimating completed work for partial or progress payments, and conducting pre-final and final inspections. In addition the COR oversees administrative matters (e.g., submittals, etc.). Also ensures elements of contract requirements are met in accordance with terms and conditions. The COR is NOT authorized to direct changes or bind the Government to any contractual agreement. NOTE: Designation form FS-6300-6 outlines functions the COR cannot perform.

Inspector(s) An Inspector may be assigned to the contract by the CO and is authorized to inspect the progress of work and certify completion on behalf of the COR. The inspector is the most likely person to coordinate with on matters involving

Arapaho Roosevelt NF’s and Pawnee NG Page 23 of 53 conduct of work within the scope of the contract. If a disagreement or dispute arises, the contracting officer must be notified immediately for resolution of such issues. Contractor will receive a copy of the inspection designation (form R6- 6320-32, or equivalent). Copies will be distributed.

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SECTION D – PACKAGING AND MARKING

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

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SECTION E – INSPECTION AND ACCEPTANCE

52.246-12 Inspection of Construction. (AUG 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 re-inspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

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

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

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

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

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

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

(End of Clause)

52.246-13 Inspection – Dismantling, Demolition or Removal of Improvements (AUG 1996)

452.246-70 Inspection and Acceptance (FEB 1988)

(a) The Contracting Officer or the Contracting Officer's duly…