About this file

Revised Attachment 3 PRS

View the file

Other files

File Type Posted
AMD 004 ATT7_PISGAH_SPRING_2012.xlsx XLSX spreadsheet
SF30 AMD4.pdf PDF
AMD 004 Section C-6 Revised.docx DOCX document
AMD 004 Section 5.3.docx DOCX document
AMD 004 ATT7_GRD_SPRING_2012.xlsx XLSX spreadsheet
AMD 004 PRS_2012.pdf PDF
AMD002_Prebid Meeting Q and A.docx DOCX document
ATT1 SCA GRANDFATHER.docx DOCX document
ATT7_GRD_SPRING_2012.xlsx XLSX spreadsheet
PREBID MEETING.pdf PDF
SF30.pdf PDF
PreBid Signin Sheets.pdf PDF
0001.pdf PDF
SF1449_RFQ.pdf PDF
Reference Items.docx DOCX document
District Roads.zip ZIP file
OF_347.pdf PDF
ATTACHMENT 1 WAGE RATES.zip ZIP file
ATTACHMENT 2 POTENTIAL LINE ITEMS.docx DOCX document
ATTACHMENT 4 REFER_SAMPLE FORMS.zip ZIP file
OF_347 pg2.pdf PDF
ATTACHMENT 5 EXPER QUEST.docx DOCX document
ATTACHMENT 6 PAST PERFORM QUEST.docx DOCX document
ATTACHMENT 7 INITIAL TASK ORDERS.zip ZIP file
RFQ_body.docx DOCX document
Contract General Specifications.docx DOCX document
PRS.docx DOCX document
Show all 27

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

IDIQ Road Maintenance NFNC

1 ATTACHMENT 3

Performance Requirements Summary (PRS)

The following describes the major items in the contract with the incentives and deductions for the work described. This is a duplicate of the PRS referred to as Performance Standards in Section C. If there are any differences, the PRS in Section C governs.

Positive and negative incentives typically apply to every item of work. In addition to the “Required Action” shown, these incentives include:

The Contractor may receive a poor performance rating and may be terminated with repeated deficiencies. Either of these actions may result in the contractor not being selected for future contract work. Alternatively, the Contractor may receive a good or superior performance rating, and looked upon favorably for future contract awards.

AG-4568-S-12-0022 / AMENDMENT 002

2 ATTACHMENT 3

C5.1Grading Aggregate Surfaced and Non-surfaced Roads

Description Major Minor (Acceptable Defects)

AQL Required Action Defect Defect Major Minor Major Minor

Roadbed Condition

Potholes greater than 2” deep and wider than 1’

Washboards greater than 1” deep.

Graded width is greater than 1’ narrower than original.

Potholes 2”or less deep and 1’ or less wide

Washboards less than 1” deep

Graded width is between 4” and 1’ of the original width.

No more than 5% of the length of roads contain correctable defects

No more than 10% of the length of roads contain correctable defects

Re-work.

Rework.

May reduce price to reflect reduced quality.

Roadway Drainage

Road surface holds more than 2” of water.

Cross slope or crown is greater than 4%for more than 200’ or greater than 6% for any length.

Unnecessary berms impede drainage for more than than 100’

Road surface holds less than 2” of water

Cross slope or crown is greater than 4%for less than 200’.

Unnecessary berms impede drainage for less than 100’

No more than 5% of the length of roads contain correctable defects

No more than 10% of the length of roads contain correctable defects

Re-work.

Rework.

3 ATTACHMENT 3

Major Minor (Acceptable Defects)

AQL Required Action Defect Defect Major Minor Major Minor

Intersections Intersections contain abrupt grade breaks.

Intersections contain minor grade breaks 0 1 per road Rework

Rework.

May reduce price to reflect reduced quality

Scarification

Ruts, potholes, washboards and wash outs were not scarified.

Ruts, potholes, washboards and wash outs were not scarified to the bottom of the defect

250 feet per Mile

500 feet per mile Rework

Re-work.

May reduce price to reflect reduced quality

Oversize Material

Rocks larger than 3” in its largest dimension remain on the roadway.

N/A 0 N/A Remove N/A

Unsuitable Debris

Trash, or otherwise unsuitable material exists on the roadway causing a safety hazard.

Trash, or otherwise unsuitable material exists on the roadway causing driving discomfort.

0 250 feet per mile Remove

Remove.

May reduce price to reflect reduced quality

Acceptable Organics

Leaves and pine needles generated from ditch(es) or roadway create surfaces greater than 1’ higher than adjacent surfaces.

Leaves and pine needles generated from ditch(es) or roadway create surfaces between 6” and 1’ higher than adjacent surfaces.

250 foot area per mile

500 foot area per mile Rework Rework

Bridge Decks Bridge decks are not free of silt, dirt, rocks and debris.

N/A 0 N/A Clean and Sweep N/A

4 ATTACHMENT 3

C5.2 Cleaning and Reshaping Ditches

AQL Required Action

Ditch Section

Ditch holds more than 4” of water

Ditch is less than 6” Deep.

Transitions to culvert inverts are shorter than 5’ long..

Loose rocks, dirt, slough, or debris remain in the ditch and will impede drainage or can relocate to impede drainage.

Ditch holds less than 4” of water

Ditch is between 6” and 12” deep.

Transitions to culvert inverts are between 5’ and 10’ long..

Loose rocks, dirt, slough, or debris that will wash through the drainage remain in the ditch than 250’ per mile.

No more than 250’ per mile.

No more than 1 per mile.

No more than 500’ per mile.

No more than 500’ per mile.

No more than 5 per mile.

2 culvert locations per mile, not to exceed 250 lf.

Rework

Rework.

Backslope

Backslopes have been undercut or have not been reached (Ditchline is too close to road).

Backslopes do not match original.

Ditchline is good.

100’ per mile 500’ per mile Rework

Rework.

5 ATTACHMENT 3

Major Minor (Acceptable Defects)

AQL Required Action

Silt Traps

Roadside Ditch Silt Traps have not been restored to within 12” of their original dimensions and depth.

Removed material has been deposited in a location that will affect watercourses or the roadway

Silt Trap has been Breached.

Roadside Ditch Silt Traps have not been restored to within 6” of their original dimensions and depth.

N/A

1 per Mile

Relocate Immediately

Reconstruct Immediately in a manner acceptable to the Forest Service.

6 ATTACHMENT 3

C5.3 Clean Culverts and Tail Ditches

AQL Required Action

Culvert Blockage

Tail Ditches

More than 4” of debris is left in any culvert 36” or less diameter. More than ⅛ the diameter of a culvert over 36” is blocked.

Culvert inlets are obstructed by grass, debris, brush, dirt, or trees less than 4” diameter within 3’ of inlet. And outlet.

Tail ditches at culvert outlets hold more than 6” of water.

Tail Ditch Silt Traps have not been restored to within 12” of their original dimensions and depth.

Removed material has been deposited in a location that will affect watercourses or the roadway

Silt Trap has been Breached

Tail ditches at culvert outlets hold more than 2” of water.

Tail Ditch Silt Traps have not been restored to within 6” of their original dimensions and depth.

No Deviation on culverts.

No more than 2 ditches per mile

No more than 5 ditches per mile

Relocate Immediately

Reconstruct Immediately in a manner acceptable to the Forest Service.

reduced quality

N/A.

7 ATTACHMENT 3

C5.4 Aggregate Surfacing, Type ABC

AQL Required Action

Roadbed Condition

Potholes greater than 2” deep and wider than 1’

Washboards greater than 1” deep.

Potholes 2”or less deep and 1’ or less wide

Washboards less than 1” deep the length of roads contain correctable defects

No more than 10% of the length of roads contain correctable defects

Re-work.

Rework.

Roadway Drainage

Cross slope or crown is greater than 4%for more than 200’ or greater than 6% for any length.

Unnecessary berms impede drainage for more than than 100’

Cross slope or crown is greater than 4%for less than 200’.

Unnecessary berms impede drainage for less than 100’ the length of roads contain correctable defects

No more than 10% of the length of roads contain correctable defects

Re-work.

Rework.

Intersections Intersections contain abrupt grade breaks.

Intersections contain minor grade breaks 0 1 per road Rework

Rework.

May reduce price to reflect reduced quality

Oversize Material

Rocks larger than 3” in its largest dimension remain on the roadway.

N/A 0 N/A Remove N/A

8 ATTACHMENT 3

C5.7 Spot Surfacing

Major Minor Allowable Defects

AQL Required Action Defect Defect Major Minor Major Minor

Depth of Aggregate

Dimension of spot surfacing deviates by more than 1" from depth specified. Or less than 1" from dimension specified but is consistently high or low.

Dimension of spot surfacing deviates by 1" or less than from depth specified and not consistently high or low. 0 N/A

If depth is low, correct placement of aggregate to specified dimensions. If depth is high only pay for ordered amount

Accept aggregate as placed, pay only for delivered quantities.

Width of Aggregate

Dimension of spot surfacing is less than specified width or more than 1' wider than specified.

Dimension of spot surfacing is up to 1' wider than specified but not consistently wide.

0 N/A

If width is narrow, correct placement of aggregate to specified dimensions. If width is too wide reshape.

Accept aggregate as placed, pay only for delivered quantities.

Length

Dimension of spot surfacing is shorter than specified length or more than 100' longer than specified.

Dimension of spot surfacing is shorter than specified length or up to 100' longer than specified. 0 N/A

If length is shorter than specified, correct placement of aggregate to specified dimensions. If too long pay only for ordered amount.

Accept aggregate as placed, pay only for delivered quantities.

Compaction

Visible displacement occurs under heady spreading equipment

N/A 0 N/A Rework N/A

Aggregate Quality

Does not meet specified gradation or durability requirements and is not suitable for intended use

Does not meet specified gradation or durability requirements and is suitable for intended use

0 N/A

Reject and replace Accept but may reduce payment.

Finish Quality

Spot surfacing doesn’t conform to the adjacent road segments and traffic is impeded.

Spot surfacing generally conforms to the adjacent road segments, but traffic may be slowed.

0 5 per mile

Reshape or recompact surfacing as needed.

Accept but may reduce payment.

9 ATTACHMENT 3

C5.10 Hazard and Obstruction Removal

Major Minor Allowable Defects Required Action Defect Defect Major Minor Major Minor

Utilization of Timber

Log lengths do not meet utilization standards (see SPS or Task Order)

N/A 0 N/A

Charge for loss of stumpage

N/A

Stump Heights

Exceed Specified Height by more than 3 inches

Exceed Specified Height by up to 6 inches

5 per mile

10per mile

Rework if greater than 5 minor defects

Rework if greater than 10 minor defects

Tree damage caused by Service Provider's operations

Damage to more than 30% of the tree bole

Damage to 30% or less of the tree bole

5 per mile

10 per mile

Remove or Treat Treat

Impeded flow for ditches, inlet/outlet channels, and catch basins caused by Service Provider's Operations

Water will be diverted out of the drainage structure or system

20% or less impeded, but water will stay in the channel. 0 3 per mile Rework

Rework if greater than 3 minor defects

Marked Danger Trees and Snags

Any remaining snags or danger trees that were marked

Any remaining snags or danger trees that were not marked

0 3 per mile Rework

Assess and

10 ATTACHMENT 3

C5.12 Sign Maintenance

AQL Required Action

Defect Defect Major Minor Major Minor

Materials Signs, posts and other materials do not meet applicable standards

N/A 0 N/A Reject and replace N/A

Installation Not installed according to applicable standards N/A 0 N/A Reject and replace N/A

Maintenance Not maintained according to applicable standards N/A 0 N/A Reject and replace N/A

Work Area Management

Not following approved safety plan which may include signs, flaggers, and other temporary traffic control measures

N/A 0 0 N/A Suspend work until in compliance

11 ATTACHMENT 3

C5.14 Mowing and Brushing

AQL Required Action

Defect Defect Major Minor Major Minor

Mowing Areas more than 100 sf uncut or cut more than 6” higher than mower height

Areas less than 100 sf uncut or cut less than 6” higher than mower height

5/mile 10/mile Rework

Rework.

May reduce price to reflect reduced quality.

Brushing Insufficient Sight Distance,Stump heights greater than 12”

Splintered stumps, stump heights between 2” and 12”.

1/mile 5/mile Rework

Rework.

Cleanup

Vegetation larger than 3” diameter or 3 feet long remain on roadway, Drainage is damaged.

Brush is unsightly; not spread or disposed of adequately

1/mile 2/mile Remove

Rework.

Work Area Management

Not following approved safety plan which may include signs, flaggers, and other temporary traffic control measures

12 ATTACHMENT 3

C5.15 Slide Repair

AQL Required Action

Defect Defect Major Minor Major Minor

Cut Slide Removal Disposal allows silt migration.

Travel way width is more than 1’ narrower than adjacent road sections

Provide additional erosion protection or relocate disposal location

Rework.

May reduce price to reflect reduced quality

Fill Slide Fill and Stabilization As dictated by individual task orders for particular situations.

Cleanup

Travel lane is rutted, soft or has loose dirt or debris greater than 3”within the roadway.

Area is unsightly. 0 1/mile Less than 1000 sf.

Rework and/or place aggregate.

Rework.

Work Area Management

Not following approved safety plan which may include signs, flaggers, and other temporary traffic control measures

File details come from the government source that posted it. Updated .