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TABLE OF CONTENTS
| SECTION B – SCHEDULE OF ITEMS | 2 |
| SECTION C – DESCRIPTION/SPECIFICATIONS | 17 |
| SECTION D – PACKAGING AND MARKING | 19 |
| SECTION E – INSPECTION AND ACCEPTANCE | 20 |
| SECTION F – DELIVERIES OR PERFORMANCE | 21 |
| SECTION G – CONTRACT ADMINISTRATION DATA | 22 |
| SECTION H – SPECIAL CONTRACT REQUIREMENTS | 24 |
| SECTION I – CONTRACT CLAUSES | 26 |
| SECTION J – LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS | 36 |
| SECTION K – REPRESENTATIONS, CERTIFICATIONS AND OTHER STATEMENTS OF OFFERORS | 37 |
| SECTION L – INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR RESPONDENTS | 41 |
| SECTION L - INSTRUCTIONS TO OFFERORS | 45 |
| SECTION M – EVAULATION FACTORS | 53 |
SECTION B – SCHEDULE OF ITEMS
SRD ROAD WORK IDIQ
SULPHUR RANGER DISTRICT, GRAND COUNTY, COLORADO
BASE BID
| ITEM |
| DESCRIPTION |
| METHOD OF MEASUREMENT |
| UNIT OF MEASURE |
| UNIT PRICE |
| 151 |
| Mobilization |
| LS |
| LSQ |
| PERCENTAGE OF TOTAL PROJECT COST. THIS ITEM SHALL BE NEGOTIATED PER TASK ORDER |
| 152 |
| Establishing clearing and/or grubbing limits - Tolerance D |
| CQ |
| MILE |
| 157.A |
| Soil Erosion Control, Storm Water Pollution Prevention - includes erosion control site plan, materials, installation, and maintenance |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 157.C |
| Silt Fence - furnish and install |
| CQ |
| FOOT |
| 157.E |
| Sediment basin |
| CQ |
| EACH |
| 201 |
| Clearing and grubbing, disposal method (e) or (h) |
| CQ |
| MILE |
| 203 |
| Removal of culverts - up to 36" diameter |
| CQ |
| FOOT |
| 204.A |
| Excavation - Roadway, sub-excavation, or borrow |
| CQ |
| CY |
| 204.B |
| Embankment construction - Compaction method C, Finishing method A |
| CQ |
| CY |
| 204.C |
| Drainage excavation: rolling dip construct |
| CQ |
| EACH |
| 204.D |
| Drainage excavation: rolling dip reconstruct |
| CQ |
| EACH |
| 207 |
| Earthwork geotextile - Stabilization Type III |
| CQ |
| SY |
| 211.A |
| Roadway Obliteration Method 1 |
| CQ |
| MILE |
| 211.B |
| Roadway Obliteration Method 2 |
| Q |
| MILE |
| 211.C |
| Roadway Obliteration Method 3 |
| CQ |
| MILE |
| 211.D |
| Roadway Obliteration Method 4 |
| CQ |
| MILE |
| 212.A |
| Linear Grading- new construction: cut/fills less than 1-foot at centerline, travelled way 20 feet wide or less |
| CQ |
| MILE |
| 212.B |
| Linear Grading - reconstruct existing road: cut/fills less than 1 foot at centerline, existing width 20' or less |
| CQ |
| MILE |
| 230 |
| Roadside Brushing - Both sides of the roadway, disposal method (e) or (h) |
| CQ |
| MILE |
| 251 |
| Supply and place angular riprap - Class 3 |
| CQ |
| CY |
| 303 |
| Road reconditioning, ditch and grading, method (a) |
| CQ |
| MILE |
| 602.A |
| Furnish and install 18-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 602.B |
| Furnish and install 24-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 607 |
| Cleaning culverts in place (up to 36" diameter) |
| CQ |
| FOOT |
| 619.A |
| Fence, buck-n-rail |
| CQ |
| FOOT |
| 622.A |
| Motor grader, Cat 12H or equivalent, with operator |
| CQ |
| HOUR |
| 622.B |
| Mini Hydraulic Excavator Bobcat E42 or equivalent, bucket and thumb attachment, with operator |
| CQ |
| HOUR |
| 622.C |
| Hydraulic Excavator 300 CAT or equivalent, bucket with thumb attachment, with operator |
| CQ |
| HOUR |
| 622.D |
| Backhoe/Loader, Cat 416E or equivalent, 4 wheel drive, with extendable stick; with operator |
| CQ |
| HOUR |
| 622.E |
| Crawler Dozer, Cat D-6N, Case 1650, JD or equivalent, with tilt blade and rippers, with operator |
| CQ |
| HOUR |
| 622.F |
| Haul Vehicle, End Dump, 10 CY with operator |
| CQ |
| HOUR |
| 622.G |
| Haul Vehicle, Belly Dump, 20 CY with operator |
| CQ |
| HOUR |
| 622.H |
| Skid Steer, Bobcat S220 or equivalent, with loader; with operator |
| CQ |
| HOUR |
| 622.I |
| Wheel loader, Case 721E or equivalent, with operator |
| CQ |
| HOUR |
| 622.J |
| Compactor, Vibratory Steel wheel, 5-8 ton, with operator |
| CQ |
| HOUR |
| 622.K |
| Hand-held compactor (whacker-packer) with operator |
| CQ |
| HOUR |
| 622.L |
| Chainsaw, with 20" bar, with operator |
| CQ |
| HOUR |
| 622.M |
| General labor |
| CQ |
| HOUR |
| 625.A |
| Seeding, dry method, GFM seed |
| CQ |
| ACRE |
| 625.B |
| Mulching, GFM wood straw |
| CQ |
| ACRE |
| 635 |
| Temporary Traffic Control |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 650.A |
| Furnish and install Type I lock-open gate - steel fabricated road closed gate with MUTCD signs, reflectors, and lock-open post, 16- 20 feet wide |
| CQ |
| EACH |
| 650.B |
| Furnish and install Type II road closure gate, with MUTCD signs and reflectors, size 16-20 feet |
| CQ |
| EACH |
| 703 |
| Aggregate surface course (road base), Grading S, commercial source (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
| 704 |
| Select Borrow (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
Schedule of Items
SRD ROAD WORK IDIQ
FIRST OPTION YEAR
| ITEM |
| DESCRIPTION |
| METHOD OF MEASUREMENT |
| UNIT OF MEASURE |
| UNIT PRICE |
| 151 |
| Mobilization |
| LS |
| LSQ |
| PERCENTAGE OF TOTAL PROJECT COST. THIS ITEM SHALL BE NEGOTIATED PER TASK ORDER |
| 152 |
| Establishing clearing and/or grubbing limits - Tolerance D |
| CQ |
| MILE |
| 157.A |
| Soil Erosion Control, Storm Water Pollution Prevention - includes erosion control site plan, materials, installation, and maintenance |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 157.C |
| Silt Fence - furnish and install |
| CQ |
| FOOT |
| 157.E |
| Sediment basin |
| CQ |
| EACH |
| 201 |
| Clearing and grubbing, disposal method (e) or (h) |
| CQ |
| MILE |
| 203 |
| Removal of culverts - up to 36" diameter |
| CQ |
| FOOT |
| 204.A |
| Excavation - Roadway, sub-excavation, or borrow |
| CQ |
| CY |
| 204.B |
| Embankment construction - Compaction method C, Finishing method A |
| CQ |
| CY |
| 204.C |
| Drainage excavation: rolling dip construct |
| CQ |
| EACH |
| 204.D |
| Drainage excavation: rolling dip reconstruct |
| CQ |
| EACH |
| 207 |
| Earthwork geotextile - Stabilization Type III |
| CQ |
| SY |
| 211.A |
| Roadway Obliteration Method 1 |
| CQ |
| MILE |
| 211.B |
| Roadway Obliteration Method 2 |
| Q |
| MILE |
| 211.C |
| Roadway Obliteration Method 3 |
| CQ |
| MILE |
| 211.D |
| Roadway Obliteration Method 4 |
| CQ |
| MILE |
| 212.A |
| Linear Grading- new construction: cut/fills less than 1-foot at centerline, travelled way 20 feet wide or less |
| CQ |
| MILE |
| 212.B |
| Linear Grading - reconstruct existing road: cut/fills less than 1 foot at centerline, existing width 20' or less |
| CQ |
| MILE |
| 230 |
| Roadside Brushing - Both sides of the roadway, disposal method (e) or (h) |
| CQ |
| MILE |
| 251 |
| Supply and place angular riprap - Class 3 |
| CQ |
| CY |
| 303 |
| Road reconditioning, ditch and grading, method (a) |
| CQ |
| MILE |
| 602.A |
| Furnish and install 18-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 602.B |
| Furnish and install 24-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 607 |
| Cleaning culverts in place (up to 36" diameter) |
| CQ |
| FOOT |
| 619.A |
| Fence, buck-n-rail |
| CQ |
| FOOT |
| 622.A |
| Motor grader, Cat 12H or equivalent, with operator |
| CQ |
| HOUR |
| 622.B |
| Mini Hydraulic Excavator Bobcat E42 or equivalent, bucket and thumb attachment, with operator |
| CQ |
| HOUR |
| 622.C |
| Hydraulic Excavator 300 CAT or equivalent, bucket with thumb attachment, with operator |
| CQ |
| HOUR |
| 622.D |
| Backhoe/Loader, Cat 416E or equivalent, 4 wheel drive, with extendable stick; with operator |
| CQ |
| HOUR |
| 622.E |
| Crawler Dozer, Cat D-6N, Case 1650, JD or equivalent, with tilt blade and rippers, with operator |
| CQ |
| HOUR |
| 622.F |
| Haul Vehicle, End Dump, 10 CY with operator |
| CQ |
| HOUR |
| 622.G |
| Haul Vehicle, Belly Dump, 20 CY with operator |
| CQ |
| HOUR |
| 622.H |
| Skid Steer, Bobcat S220 or equivalent, with loader; with operator |
| CQ |
| HOUR |
| 622.I |
| Wheel loader, Case 721E or equivalent, with operator |
| CQ |
| HOUR |
| 622.J |
| Compactor, Vibratory Steel wheel, 5-8 ton, with operator |
| CQ |
| HOUR |
| 622.K |
| Hand-held compactor (whacker-packer) with operator |
| CQ |
| HOUR |
| 622.L |
| Chainsaw, with 20" bar, with operator |
| CQ |
| HOUR |
| 622.M |
| General labor |
| CQ |
| HOUR |
| 625.A |
| Seeding, dry method, GFM seed |
| CQ |
| ACRE |
| 625.B |
| Mulching, GFM wood straw |
| CQ |
| ACRE |
| 635 |
| Temporary Traffic Control |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 650.A |
| Furnish and install Type I lock-open gate - steel fabricated road closed gate with MUTCD signs, reflectors, and lock-open post, 16- 20 feet wide |
| CQ |
| EACH |
| 650.B |
| Furnish and install Type II road closure gate, with MUTCD signs and reflectors, size 16-20 feet |
| CQ |
| EACH |
| 703 |
| Aggregate surface course (road base), Grading S, commercial source (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
| 704 |
| Select Borrow (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
Schedule of Items
SECOND OPTION YEAR
| ITEM |
| DESCRIPTION |
| METHOD OF MEASUREMENT |
| UNIT OF MEASURE |
| UNIT PRICE |
| 151 |
| Mobilization |
| LS |
| LSQ |
| PERCENTAGE OF TOTAL PROJECT COST. THIS ITEM SHALL BE NEGOTIATED PER TASK ORDER |
| 152 |
| Establishing clearing and/or grubbing limits - Tolerance D |
| CQ |
| MILE |
| 157.A |
| Soil Erosion Control, Storm Water Pollution Prevention - includes erosion control site plan, materials, installation, and maintenance |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 157.C |
| Silt Fence - furnish and install |
| CQ |
| FOOT |
| 157.E |
| Sediment basin |
| CQ |
| EACH |
| 201 |
| Clearing and grubbing, disposal method (e) or (h) |
| CQ |
| MILE |
| 203 |
| Removal of culverts - up to 36" diameter |
| CQ |
| FOOT |
| 204.A |
| Excavation - Roadway, sub-excavation, or borrow |
| CQ |
| CY |
| 204.B |
| Embankment construction - Compaction method C, Finishing method A |
| CQ |
| CY |
| 204.C |
| Drainage excavation: rolling dip construct |
| CQ |
| EACH |
| 204.D |
| Drainage excavation: rolling dip reconstruct |
| CQ |
| EACH |
| 207 |
| Earthwork geotextile - Stabilization Type III |
| CQ |
| SY |
| 211.A |
| Roadway Obliteration Method 1 |
| CQ |
| MILE |
| 211.B |
| Roadway Obliteration Method 2 |
| Q |
| MILE |
| 211.C |
| Roadway Obliteration Method 3 |
| CQ |
| MILE |
| 211.D |
| Roadway Obliteration Method 4 |
| CQ |
| MILE |
| 212.A |
| Linear Grading- new construction: cut/fills less than 1-foot at centerline, travelled way 20 feet wide or less |
| CQ |
| MILE |
| 212.B |
| Linear Grading - reconstruct existing road: cut/fills less than 1 foot at centerline, existing width 20' or less |
| CQ |
| MILE |
| 230 |
| Roadside Brushing - Both sides of the roadway, disposal method (e) or (h) |
| CQ |
| MILE |
| 251 |
| Supply and place angular riprap - Class 3 |
| CQ |
| CY |
| 303 |
| Road reconditioning, ditch and grading, method (a) |
| CQ |
| MILE |
| 602.A |
| Furnish and install 18-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 602.B |
| Furnish and install 24-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 607 |
| Cleaning culverts in place (up to 36" diameter) |
| CQ |
| FOOT |
| 619.A |
| Fence, buck-n-rail |
| CQ |
| FOOT |
| 622.A |
| Motor grader, Cat 12H or equivalent, with operator |
| CQ |
| HOUR |
| 622.B |
| Mini Hydraulic Excavator Bobcat E42 or equivalent, bucket and thumb attachment, with operator |
| CQ |
| HOUR |
| 622.C |
| Hydraulic Excavator 300 CAT or equivalent, bucket with thumb attachment, with operator |
| CQ |
| HOUR |
| 622.D |
| Backhoe/Loader, Cat 416E or equivalent, 4 wheel drive, with extendable stick; with operator |
| CQ |
| HOUR |
| 622.E |
| Crawler Dozer, Cat D-6N, Case 1650, JD or equivalent, with tilt blade and rippers, with operator |
| CQ |
| HOUR |
| 622.F |
| Haul Vehicle, End Dump, 10 CY with operator |
| CQ |
| HOUR |
| 622.G |
| Haul Vehicle, Belly Dump, 20 CY with operator |
| CQ |
| HOUR |
| 622.H |
| Skid Steer, Bobcat S220 or equivalent, with loader; with operator |
| CQ |
| HOUR |
| 622.I |
| Wheel loader, Case 721E or equivalent, with operator |
| CQ |
| HOUR |
| 622.J |
| Compactor, Vibratory Steel wheel, 5-8 ton, with operator |
| CQ |
| HOUR |
| 622.K |
| Hand-held compactor (whacker-packer) with operator |
| CQ |
| HOUR |
| 622.L |
| Chainsaw, with 20" bar, with operator |
| CQ |
| HOUR |
| 622.M |
| General labor |
| CQ |
| HOUR |
| 625.A |
| Seeding, dry method, GFM seed |
| CQ |
| ACRE |
| 625.B |
| Mulching, GFM wood straw |
| CQ |
| ACRE |
| 635 |
| Temporary Traffic Control |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 650.A |
| Furnish and install Type I lock-open gate - steel fabricated road closed gate with MUTCD signs, reflectors, and lock-open post, 16- 20 feet wide |
| CQ |
| EACH |
| 650.B |
| Furnish and install Type II road closure gate, with MUTCD signs and reflectors, size 16-20 feet |
| CQ |
| EACH |
| 703 |
| Aggregate surface course (road base), Grading S, commercial source (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
| 704 |
| Select Borrow (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
Schedule of Items
SRD ROAD WORK IDIQ
THIRD OPTION YEAR
| ITEM |
| DESCRIPTION |
| METHOD OF MEASUREMENT |
| UNIT OF MEASURE |
| UNIT PRICE |
| 151 |
| Mobilization |
| LS |
| LSQ |
| PERCENTAGE OF TOTAL PROJECT COST. THIS ITEM SHALL BE NEGOTIATED PER TASK ORDER |
| 152 |
| Establishing clearing and/or grubbing limits - Tolerance D |
| CQ |
| MILE |
| 157.A |
| Soil Erosion Control, Storm Water Pollution Prevention - includes erosion control site plan, materials, installation, and maintenance |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 157.C |
| Silt Fence - furnish and install |
| CQ |
| FOOT |
| 157.E |
| Sediment basin |
| CQ |
| EACH |
| 201 |
| Clearing and grubbing, disposal method (e) or (h) |
| CQ |
| MILE |
| 203 |
| Removal of culverts - up to 36" diameter |
| CQ |
| FOOT |
| 204.A |
| Excavation - Roadway, sub-excavation, or borrow |
| CQ |
| CY |
| 204.B |
| Embankment construction - Compaction method C, Finishing method A |
| CQ |
| CY |
| 204.C |
| Drainage excavation: rolling dip construct |
| CQ |
| EACH |
| 204.D |
| Drainage excavation: rolling dip reconstruct |
| CQ |
| EACH |
| 207 |
| Earthwork geotextile - Stabilization Type III |
| CQ |
| SY |
| 211.A |
| Roadway Obliteration Method 1 |
| CQ |
| MILE |
| 211.B |
| Roadway Obliteration Method 2 |
| Q |
| MILE |
| 211.C |
| Roadway Obliteration Method 3 |
| CQ |
| MILE |
| 211.D |
| Roadway Obliteration Method 4 |
| CQ |
| MILE |
| 212.A |
| Linear Grading- new construction: cut/fills less than 1-foot at centerline, travelled way 20 feet wide or less |
| CQ |
| MILE |
| 212.B |
| Linear Grading - reconstruct existing road: cut/fills less than 1 foot at centerline, existing width 20' or less |
| CQ |
| MILE |
| 230 |
| Roadside Brushing - Both sides of the roadway, disposal method (e) or (h) |
| CQ |
| MILE |
| 251 |
| Supply and place angular riprap - Class 3 |
| CQ |
| CY |
| 303 |
| Road reconditioning, ditch and grading, method (a) |
| CQ |
| MILE |
| 602.A |
| Furnish and install 18-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 602.B |
| Furnish and install 24-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 607 |
| Cleaning culverts in place (up to 36" diameter) |
| CQ |
| FOOT |
| 619.A |
| Fence, buck-n-rail |
| CQ |
| FOOT |
| 622.A |
| Motor grader, Cat 12H or equivalent, with operator |
| CQ |
| HOUR |
| 622.B |
| Mini Hydraulic Excavator Bobcat E42 or equivalent, bucket and thumb attachment, with operator |
| CQ |
| HOUR |
| 622.C |
| Hydraulic Excavator 300 CAT or equivalent, bucket with thumb attachment, with operator |
| CQ |
| HOUR |
| 622.D |
| Backhoe/Loader, Cat 416E or equivalent, 4 wheel drive, with extendable stick; with operator |
| CQ |
| HOUR |
| 622.E |
| Crawler Dozer, Cat D-6N, Case 1650, JD or equivalent, with tilt blade and rippers, with operator |
| CQ |
| HOUR |
| 622.F |
| Haul Vehicle, End Dump, 10 CY with operator |
| CQ |
| HOUR |
| 622.G |
| Haul Vehicle, Belly Dump, 20 CY with operator |
| CQ |
| HOUR |
| 622.H |
| Skid Steer, Bobcat S220 or equivalent, with loader; with operator |
| CQ |
| HOUR |
| 622.I |
| Wheel loader, Case 721E or equivalent, with operator |
| CQ |
| HOUR |
| 622.J |
| Compactor, Vibratory Steel wheel, 5-8 ton, with operator |
| CQ |
| HOUR |
| 622.K |
| Hand-held compactor (whacker-packer) with operator |
| CQ |
| HOUR |
| 622.L |
| Chainsaw, with 20" bar, with operator |
| CQ |
| HOUR |
| 622.M |
| General labor |
| CQ |
| HOUR |
| 625.A |
| Seeding, dry method, GFM seed |
| CQ |
| ACRE |
| 625.B |
| Mulching, GFM wood straw |
| CQ |
| ACRE |
| 635 |
| Temporary Traffic Control |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 650.A |
| Furnish and install Type I lock-open gate - steel fabricated road closed gate with MUTCD signs, reflectors, and lock-open post, 16- 20 feet wide |
| CQ |
| EACH |
| 650.B |
| Furnish and install Type II road closure gate, with MUTCD signs and reflectors, size 16-20 feet |
| CQ |
| EACH |
| 703 |
| Aggregate surface course (road base), Grading S, commercial source (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
| 704 |
| Select Borrow (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
Schedule of Items
FOURTH OPTION YEAR
| ITEM |
| DESCRIPTION |
| METHOD OF MEASUREMENT |
| UNIT OF MEASURE |
| UNIT PRICE |
| 151 |
| Mobilization |
| LS |
| LSQ |
| PERCENTAGE OF TOTAL PROJECT COST. THIS ITEM SHALL BE NEGOTIATED PER TASK ORDER |
| 152 |
| Establishing clearing and/or grubbing limits - Tolerance D |
| CQ |
| MILE |
| 157.A |
| Soil Erosion Control, Storm Water Pollution Prevention - includes erosion control site plan, materials, installation, and maintenance |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 157.C |
| Silt Fence - furnish and install |
| CQ |
| FOOT |
| 157.E |
| Sediment basin |
| CQ |
| EACH |
| 201 |
| Clearing and grubbing, disposal method (e) or (h) |
| CQ |
| MILE |
| 203 |
| Removal of culverts - up to 36" diameter |
| CQ |
| FOOT |
| 204.A |
| Excavation - Roadway, sub-excavation, or borrow |
| CQ |
| CY |
| 204.B |
| Embankment construction - Compaction method C, Finishing method A |
| CQ |
| CY |
| 204.C |
| Drainage excavation: rolling dip construct |
| CQ |
| EACH |
| 204.D |
| Drainage excavation: rolling dip reconstruct |
| CQ |
| EACH |
| 207 |
| Earthwork geotextile - Stabilization Type III |
| CQ |
| SY |
| 211.A |
| Roadway Obliteration Method 1 |
| CQ |
| MILE |
| 211.B |
| Roadway Obliteration Method 2 |
| Q |
| MILE |
| 211.C |
| Roadway Obliteration Method 3 |
| CQ |
| MILE |
| 211.D |
| Roadway Obliteration Method 4 |
| CQ |
| MILE |
| 212.A |
| Linear Grading- new construction: cut/fills less than 1-foot at centerline, travelled way 20 feet wide or less |
| CQ |
| MILE |
| 212.B |
| Linear Grading - reconstruct existing road: cut/fills less than 1 foot at centerline, existing width 20' or less |
| CQ |
| MILE |
| 230 |
| Roadside Brushing - Both sides of the roadway, disposal method (e) or (h) |
| CQ |
| MILE |
| 251 |
| Supply and place angular riprap - Class 3 |
| CQ |
| CY |
| 303 |
| Road reconditioning, ditch and grading, method (a) |
| CQ |
| MILE |
| 602.A |
| Furnish and install 18-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 602.B |
| Furnish and install 24-inch corrugated metal pipe, Follow FP-03 707 for material specifications |
| CQ |
| FOOT |
| 607 |
| Cleaning culverts in place (up to 36" diameter) |
| CQ |
| FOOT |
| 619.A |
| Fence, buck-n-rail |
| CQ |
| FOOT |
| 622.A |
| Motor grader, Cat 12H or equivalent, with operator |
| CQ |
| HOUR |
| 622.B |
| Mini Hydraulic Excavator Bobcat E42 or equivalent, bucket and thumb attachment, with operator |
| CQ |
| HOUR |
| 622.C |
| Hydraulic Excavator 300 CAT or equivalent, bucket with thumb attachment, with operator |
| CQ |
| HOUR |
| 622.D |
| Backhoe/Loader, Cat 416E or equivalent, 4 wheel drive, with extendable stick; with operator |
| CQ |
| HOUR |
| 622.E |
| Crawler Dozer, Cat D-6N, Case 1650, JD or equivalent, with tilt blade and rippers, with operator |
| CQ |
| HOUR |
| 622.F |
| Haul Vehicle, End Dump, 10 CY with operator |
| CQ |
| HOUR |
| 622.G |
| Haul Vehicle, Belly Dump, 20 CY with operator |
| CQ |
| HOUR |
| 622.H |
| Skid Steer, Bobcat S220 or equivalent, with loader; with operator |
| CQ |
| HOUR |
| 622.I |
| Wheel loader, Case 721E or equivalent, with operator |
| CQ |
| HOUR |
| 622.J |
| Compactor, Vibratory Steel wheel, 5-8 ton, with operator |
| CQ |
| HOUR |
| 622.K |
| Hand-held compactor (whacker-packer) with operator |
| CQ |
| HOUR |
| 622.L |
| Chainsaw, with 20" bar, with operator |
| CQ |
| HOUR |
| 622.M |
| General labor |
| CQ |
| HOUR |
| 625.A |
| Seeding, dry method, GFM seed |
| CQ |
| ACRE |
| 625.B |
| Mulching, GFM wood straw |
| CQ |
| ACRE |
| 635 |
| Temporary Traffic Control |
| LS |
| LSQ |
| THIS ITEM SHALL BE |
NEGOTIATED PER TASK ORDER
| 650.A |
| Furnish and install Type I lock-open gate - steel fabricated road closed gate with MUTCD signs, reflectors, and lock-open post, 16- 20 feet wide |
| CQ |
| EACH |
| 650.B |
| Furnish and install Type II road closure gate, with MUTCD signs and reflectors, size 16-20 feet |
| CQ |
| EACH |
| 703 |
| Aggregate surface course (road base), Grading S, commercial source (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
| 704 |
| Select Borrow (price with no haul, use hourly rate for haul) |
| CQ |
| CY |
DESCRIPTION OF PAY ITEMS
1. Mobilization will be negotiated and paid for on a per task order basis. No bid is required for the Parent Contract.
2. Mobilization shall be paid one time per job. 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.
3. Mobilization covers the movement of personnel, equipment, supplies, and incidentals to the project area. Requirements and provisions shall follow Section151 in the FP-03 specifications.
4. Bonding is a percentage unit price and shall be used for any Task Order between $30,000 and $150,000. The Pay Item is calculated by adding all mobilization pay item costs with all work pay item costs and then multiplying it by the percentage unit price.
5. Pay Item 152 Establish Clearing Limits consists of measurement of the required vegetation clearing distance from the edge of the roadway and marking the distance by hanging flags that delineate the area to be cleared. Clearing Limits may vary depending on road location factors such as ground slope, road width and presence of ditches. See drawing “Field Guide for 212 Staking”.
6. Pay Item 157 (e) Sediment Basin consists of the construction of a drainage structure that is designed to create an area for water to drain from the road. This item is usually associated with a rolling dip or grade sag. Construct as shown on the drawings.
7. Pay Item 157 (A) Soil Erosion Control structures shall be installed according to FP-03 Section 157 and on the drawings. Erosion control material shall be Silt Fence.
8. Pay Item 203 (01) Removal of Culverts shall include the excavation, removal and legal disposal of culverts designated for removal.
9. Pay Item 204 (A) Roadway excavation, compaction method "C", finishing method "A". Involves excavation, placement, and compaction of common ripable earthen materials for roadway construction. Bid prices should assume a haul distance up to 1 mile from the work location. Distances exceeding this distance shall be negotiated separately.
10. Pay Item 204 C - Construction of rolling dips as shown on the drawings.
11. Pay Item 204 (D) R. Reconstruction of existing rolling dips, including cleaning of outlet ditch, removal of material from the bottom of the dip and re-shaping as necessary to drain water from the road.
12. Pay Item 211 (A) Roadway Obliteration. Method 1 shall be performed according to Supplemental Specification 211. The intent of this item is to re-contour to match original/existing ground contour. Culvert removal is paid for under 203(01).
13. Pay Item 211 (B) Roadway Obliteration. Method 2 shall be performed according to Supplemental Specification 211. The intent of this item is to re-shape/outslope existing road bed to drain. Culvert removal is paid for under 203(01).
14. Pay Item 211 C) Roadway Obliteration. Method 3 shall be performed according to Supplemental Specification 211. The intent of this item is to scarify the existing roadbed to a 12” depth one pass in and out. Culvert removal is paid for under 203(01).
15. Pay Item 212 (01) C Linear Grading, Construction. Construction of new roads or road sections, including clearing and grubbing, excavation of the roadway, installation of drainage structures including ditches (rolling dips and sediment basins are paid separately) and finishing of the road. The road alignment will be determined and staked by the FS.
16. Pay Item 212 (B) R Linear Grading Reconstruction. Re-Construction of existing roads. Includes the installation of new ditches, curve widening, minor re-alignments of the road and re-finishing the road surface. Rolling dips, sediment basins and roadside brushing are paid for separately.
17. Pay Item 230 Roadside Brushing. Cutting and removal of trees and brush within the clearing limits of the road approximately 4 feet from the edge of the road depending on slope, presence of ditches etc… See clearing limits field guide and Supplemental Specification 230.
18. Pay Item 303 Road Reconditioning. Re-working/maintaining existing roads and drainage structures. Includes re-shaping and finishing the road surface and cleaning of existing ditches and drainage structures.
19. Pay Items 602 (01)-602 (10) Culvert Installation. The installation of culverts and end sections as described in the schedule of items and the Specifications and Drawings.
20. Pay Items 607 (01)-607 (03) Culvert Cleaning. Cleaning in place of various sizes of culverts. Cleaning includes removing debris from the adjacent uphill catch basin and removing debris 3’ from both ends of the culvert. 3’ is measured from the end of the culvert toward the center of the culvert.
21. Pay Items 619 (01) – 619 (05) Fence Buck In, Installation of Gates and Accessories.
22. Pay Item 625 Seeding, dry method. Shall be performed according to Supplemental Specification 625. Seed shall be Government Furnished.
23. Pay Item 650 Furnish and install road closure device, type 1, size 16 feet. Install road closure device as specified and per MUTCD standards.
24. Traffic control for all Pay Items shall be considered incidental to other Pay Items. Contractor and Forest Service will agree to a temporary traffic control plan prior to signs being installed.
25. The Contractor is required to call 811 to obtain a utility line locate before any ground disturbance on any task order. The Forest Service will try to provide as much information about any utilities known but it is the Contractor’s responsibility to locate all utility lines.
SECTION C – DESCRIPTION/SPECIFICATIONS
C.1 Scope of Contract Arapaho Roosevelt NF’s and Pawnee NGs Road Construction IDIQ Contract located within the Sulphur Ranger District, Grand County, CO. 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. 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.
C.2 Description of Work Below outlines, in a general sense, the various types of work that may be offered as a Task Order under this IDIQ Contract. The project includes, but is not limited to, the following work: Maintenance, reconstruction, construction, and obliteration on roads and parking areas; culvert installation and repair; sign installation and repair; erosion control; clearing and grubbing; gate and fencing installation and repair; material haul and placement of imported borrow, rock or aggregate; geotextile placement, and other related work as described in the Statement of Work under each Task order.
Contractor shall provide all necessary equipment, manpower, supervision, transportation, operating supplies and other incidentals to accomplish this work, unless specified in individual task orders.
C.3 Location of Project The project areas are described herein and shown on the map. The intent of this solicitation is to award one contractor covering the Sulphur Ranger District of the Arapaho and Roosevelt National Forests and the Pawnee National Grassland
C.4 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. Safety should be a priority and OSHA compliance shall be applied on every 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.
C.5 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 repairs to equipment under this contract shall be made and paid for by the Contractor.
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 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. See Supplemental Specification 171 - Weed and Disease Prevention. Mobilization of equipment shall not occur prior to inspection unless permission is given by the COR.
C.6 Equipment and Materials Storage & Staging Upon concurrence from the Contracting Officer, certain areas on the National Forests 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 the equipment on this contract shall be made and paid for by the contractor. Camping is permitted on National Forest Lands and within Campgrounds, extension permissions may be granted by the Contracting Officer and proper permits may be obtained at the Sulphur Ranger District.
C.7 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.8 References in the Statement of Work/Specifications Any reference in this solicitation to Engineer, Forest Engineer, Project Engineer, Forest Service, COR, shall be replaced with Contracting Officer.
C.9 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: http://flh.fhwa.dot.gov/resources/specs/fp-03.htm
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.
C.10 Government Furnished Property The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract. Unless otherwise agreed upon, any Government-Furnished Property incorporated into the work shall be furnished and delivered to or near the project site(s) by the Government.
Government will make available 18 minute video as described in Section C.7 Routine Road Maintenance – Gravel and Native Surfaced Roads for the contractor to review and return to the Government.
Government will provide official National Forest Maps and specific vicinity maps for each task order issued.
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.
SECTION D – PACKAGING AND MARKING
{For this Solicitation, there are NO clauses in this Section}
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)
452.246-70 Inspection and Acceptance. (FEB 1988)
(a) The Contracting Officer or the Contracting Officer's duly authorized representative will inspect and accept the supplies and/or services to be provided under this contract.
(b) Inspection and acceptance will be performed at: On Site or specified in each Task Order
SECTION F – DELIVERIES OR PERFORMANCE
52.211-10 Commencement, Prosecution, and Completion of Work. (APR 1984) The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than date stated in each individual Task Order. The time stated for completion shall include final cleanup of the premises.
52.242-14 Suspension of Work. (APR 1984)
452.211-74 Period of Performance. (FEB 1988) The period of performance of this contract is from Date of Award through one (1) year from award date. All Task Orders shall be performed within the performance period specified in the task order. The base year is estimated to be 1 June 2016 (or Award date) through 31 May 2017.
452.211-75 Effective Period of the Contract. (FEB 1988) The effective period of this contract is from 365 days from award date. There will be four (4) one year optional years that may be exercised at the discretion of the Government.
SECTION G – CONTRACT ADMINISTRATION DATA
452.215-73 Post award Conference. (NOV 1996) A post award conference with the successful offeror is required. Contractor Officer Representative (COR) will contact you on time and place of post award conference
G.1 INVOICES & PAYMENTS
All invoices are to be submitted via the electronic Invoice Processing Platform (IPP) System.
The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice Processing Platform (IPP). The contractor must follow the instructions on how to register and submit invoices via IPP as prescribed in previous communications from USDA and Treasury.
This is a mandatory requirement initiated by the U.S. Department of Treasury and you can find more information at this website https://www.ipp.gov/index.htm Ensure your company has registered at https://www.ipp.gov/vendors/enrollment-vendors.htm to establish your account. Offeror must have an established account prior to commencement of work.
Invoice Processing Platform (IPP) does not allow for the contractor to change the description of the line items being invoiced against and therefore an itemized invoice must be uploaded as an attachment(s).
Itemized invoice shall include at a minimum:
Contractor Name & Address Contract, Task Order or Purchase Order numbers Invoice Number Description of Services or work completed.
Date of services or completion.
G.2 FOREST SERVICE REPRESENTATIVES:
Phillip J. Ramirez shall serve as the Contracting Officer administering this contract and is the contact on all things concerning this contract. The Contracting Officer can be reached at pjramirez@mgd.usda.gov 970-295-6889. The Contracting Officer has full warrant authority over all contract issues.
A Contracting Officer Representative (COR) will be appointed for this contract upon award. The COR delegated authority, responsibilities and contact information will be defined on a delegation letter issued after contract award.
G.3 CONTRACT ADMINISTRATION DATA
Contract Award. A written award or acceptance of offer mailed or otherwise furnished to the Contractor shall result in a binding contract without further action by either party.
Notice to Proceed. The Contractor shall commence work upon receipt of a properly executed Notice to Proceed from the CO only.
Changes. The Contracting Officer is the only person authorized to approve changes in any of the requirements under this contract and notwithstanding any provisions contained elsewhere in this contract the said authority remains solely with the Contracting Officer. In the event the Contractor effects any such change at the direction of any person other than the Contracting Officer, the change will be considered to have been made without authority and no adjustment will be made in the contract price to cover any increase in costs incurred as a result thereof.
Unauthorized Instructions from Government or Other Personnel. The Contractor shall not accept instructions issued by any person employed by the U.S. Government or otherwise other than the Contracting Officer, or the authorized representative of the Contracting Officer acting within the limits of his/her authority.
Designation of Contracting Officer’s Representative (COR). Designation will be made upon contract issuance of task order(s) and a copy of the designation letters will be furnished to the Contractor. Limits of authority are described in each designation letter.
Designation of Authorized Representative of the Contractor. The Contractor shall assign a member or employee who will act as Project Manager during the course of this contract or during the course of this project. The official shall be responsible for affording liaison between the contract forces and the contracting offices. This designation shall be in writing and a copy furnished to the Contracting Officer.
G.4 TASK ORDERS: 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). The Contracting Officer shall submit an executed task order to the Contractor. The Contractor shall schedule work to minimize impact on road use when possible.
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.
SECTION H – SPECIAL CONTRACT REQUIREMENTS
452.237-74 Key Personnel. (FEB 1988)
(a) The Contractor shall assign to this contract the following key personnel: Contractor Representative, Project Manager, Project Forman/Woman, and Inspector.
(b) During the first ninety (90) days of performance, the Contractor shall make no substitutions of key personnel unless the substitution is necessitated by illness, death, or termination of employment. The Contractor shall notify the Contracting Officer within 15 calendar days after the occurrence of any of these events and provide the information required by paragraph (c) below. After the initial 90-day period, the Contractor shall submit the information required by paragraph (c) to the Contracting Officer at least 15 days prior to making any permanent substitutions.
(c) The Contractor shall provide a detailed explanation of the circumstances necessitating the proposed substitutions, complete resumes for the proposed substitutes, and any additional information requested by the Contracting Officer. Proposed substitutes should have comparable qualifications to those of the persons being replaced. The Contracting Officer will notify the Contractor within 15 calendar days after receipt of all required information of the decision on substitutions. The contract will be modified to reflect any approved changes of key personnel.
4G52.222-704 Personal Protective Equipment The contractor shall train workers in the safe operation and use of equipment that the worker may use before the worker begins using such equipment.
Personal protective equipment, including personal protective equipment for eyes, face, head, and extremities shall be provided, used, and maintained in a sanitary and reliable condition wherever it is necessary by reason of hazards or processes encountered which may cause injury or impairment in the function of any part of the body. Defective or damaged personal protective equipment shall not be used.
The contractor shall provide chain saw chaps to each employee who operates a chain saw, at no cost to the employee. These chaps must be approved by an Underwriters Laboratory or meet Forest Service specification 6170-47. The chaps shall cover the full length of the thigh and shall extend to the top of the boot on each leg.
The contractor shall assure that each employee wears foot protection that provides adequate traction and ankle support. Employees operating chain saws shall wear foot protection that is constructed with cut-resistant material which will protect the employee against contact with a running chain saw.
In any area where the worker is exposed to the potential for flying or falling objects, the contractor shall provide a hard hat, at no cost to the employee, and the contractor shall assure that the employee wears the hard hat. The hard hat must meet the minimum requirements of American National Standards Institute (ANSI) standard Z89.1-1997.
The contractor shall provide, at no cost to the employee, eye protection where there is potential for eye injury due to flying objects. This eye protection must meet the minimum requirements of ANSI standard Z87.1-2003.
The contractor shall provide, at no cost to the employee, hearing protection where there is a potential for hearing loss due to high intensity noise for example, and chain saw operation.
H.1 PREWORK CONFERENCE
After issuance of any Task Order award and prior to commencement of work, the Contracting Officers Representative (COR) will contact the Contractor to notify of a pre-work meeting. The Contractor shall attend the meeting to discuss the Task Order terms, work performance requirements, and safety. Also at this meeting such items as work progress schedule, quality control, camping/worksite plan, and fire prevention plans shall be finalized in writing.
H. 2 FIRE PREVENTION AND CONTROL
See Section J Attachments
H3 AGAR Advisory Number 96 Contractor Performance Information and Contractor Performance Assessment Reporting System (CPARS) Contractor Performance Information and Contractor Performance Assessment Reporting System (CPARS) will be used by the Forest Service for evaluating contractor performance. CPARS is the single USDA-wide system used to collect, maintain, and disseminate contractor performance evaluations to the Past Performance Information Retrieval System (PPIRS). Past performance reporting is required by FAR 42.1502 and 42.1503. The contractor will be notified by email to review evaluation information submitted by the Agency. The contractor will have 30 days to submit comments, rebutting statements, or additional information to the Assessing Official before any evaluation is considered final.
SECTION I – CONTRACT CLAUSES
| 52.202-1 | Definitions. (NOV 2013) |
| 52.203-3 | Gratuities. (APR 1984) |
| 52.203-5 | Covenant Against Contingent Fees (MAY 2014) |
| 52.203-6 | Restrictions on Subcontractor Sales to the Government. (SEP 2006) |
| 52.203-7 | Anti-Kickback Procedures (MAY 2014) |
| 52.203-8 | Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity (MAY 2014) |
| 52.203-10 | Price or Fee Adjustment for Illegal or Improper Activity (MAY 2014) |
| 52.203-12 | Limitation on Payments to Influence Certain Federal Transactions. (OCT 2010) |
| 52.203-14 | Display of Hotline Poster(s) (OCT 2015) |
| 52.203-15 | Whistleblower Protections Under the American Recovery and Reinvestment Act of 2009 (JUN 2010) |
| 52.203-17 | Contractor Employee Whistleblower Rights and Requirement To Inform Employees of Whistleblower Rights (Apr 2014) |
| 52.204-4 | Printed or Copied Double-Sided on Postconsumer Fiber Content Paper. (MAY 2011) |
| 52.204-10 | Reporting Executive Compensation and First-Tier Subcontract Awards (OCT 2015) |
| 52.204-13 | System for Award Management Maintenance (JUL 2013) |
| 52.204-14 | Service Contract Reporting Requirements (JAN 2014) |
| 52.204-15 | Service Contract Reporting Requirements for Indefinite-Delivery Contracts (JAN 2014) |
| 52.209-6 | Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment. (OCT 2015) |
| 52.209-9 | Updates of Publicly Available Information Regarding Responsibility Matters. (JUL 2013) |
| 52.211-18 | Variation in Estimated Quantity. (APR 1984) |
| 52.215-2 | Audit and Records - Negotiation. (OCT 2010) |
| 52.215-8 | Order of Precedence - Uniform Contract Format. (OCT 1997) |
52.216-18 Ordering. (OCT 1995)
(a) Any supplies and services to be furnished under this contract shall be ordered by issuance of delivery orders or task orders by the individuals or activities designated in the Schedule. Such orders may be issued from the entire award base period and for each succeeding year if and as options to extend the term of the contract are exercised by the Government in accordance with FAR 52.217-9.
(b) All delivery orders or task orders are subject to the terms and conditions of this contract. In the event of conflict between a delivery order or task order and this contract, the contract shall control.
(c) If mailed, a delivery order or task order is considered "issued" when the Government deposits the order in the mail. Orders may be issued orally, by facsimile, or by electronic commerce methods only if authorized in the Schedule.
52.216-19 Order Limitations. (OCT 1995)
(a) Minimum order. When the Government requires supplies or services covered by this contract in an amount of less than $2,000.00, the Government is not obligated to purchase, nor is the Contractor obligated to furnish, those supplies or services under the contract.
(b) Maximum order. The Contractor is not obligated to honor -
(1) Any order for a single item in excess of $150,000.00;
(2) Any order for a combination of items in excess of $150,000.00; or
(3) A series of orders from the same ordering office within ten (10) days that together call for quantities exceeding the limitation in subparagraph (b)(1) or (2) of this section.
(c) If this is a requirements contract (i.e., includes the Requirements clause at subsection 52.216-21 of the Federal Acquisition Regulation (FAR)), the Government is not required to order a part of any one requirement from the Contractor if that requirement exceeds the maximum-order limitations in paragraph (b) of this section.
(d) Notwithstanding paragraphs (b) and (c) of this section, the Contractor shall honor any order exceeding the maximum order limitations in paragraph (b), unless that order (or orders) is returned to the ordering office within five (5) days after issuance, with written notice stating the Contractor's intent not to ship the item (or items) called for and the reasons. Upon receiving this notice, the Government may acquire the supplies or services from another source.
52.216-22 Indefinite Quantity. (OCT 1995)
(a) This is an indefinite-quantity contract for the supplies or services specified, and effective for the period stated, in the Schedule. The quantities of supplies and services specified in the Schedule are estimates only and are not purchased by this contract.
(b) Delivery or performance shall be made only as authorized by orders issued in accordance with the Ordering clause. The Contractor shall furnish to the Government, when and if ordered, the supplies or services specified in the Schedule up to and including the quantity designated in the Schedule as the "maximum." The Government shall order at least the quantity of supplies or services designated in the Schedule as the "minimum."
(c) Except for any limitations on quantities in the Order Limitations clause or in the Schedule, there is no limit on the number of orders that may be issued. The Government may issue orders requiring delivery to multiple destinations or performance at multiple locations.
(d) Any order issued during the effective period of this contract and not completed within that period shall be completed by the Contractor within the time specified in the order. The contract shall govern the Contractor's and Government's rights and obligations with respect to that order to the same extent as if the order were completed during the contract's effective period; provided, that the Contractor shall not be required to make any deliveries under this contract after the last day of the award or each exercised option, whichever is the later.
52.217-9 Option to Extend the…
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