ATT3_PRS.pdf
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- Solicitation number
- ag-4568-s-12-0022
- Issued by
-
Department of Agriculture Forest Service
About this file
Revised Attachment 3 PRS
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| File | Type | Posted |
|---|---|---|
| AMD 004 ATT7_PISGAH_SPRING_2012.xlsx | XLSX spreadsheet | |
| SF30 AMD4.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 | ||
| 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 | ||
| SF30.pdf | ||
| PreBid Signin Sheets.pdf | ||
| 0001.pdf | ||
| SF1449_RFQ.pdf | ||
| Reference Items.docx | DOCX document | |
| District Roads.zip | ZIP file | |
| OF_347.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 | ||
| 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 |
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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
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