AG0398S160022AttachmentJ3QualityAssurancePlan.pdf

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CUSTER GALLATIN NATIONAL FOREST - Road Grading Service IDIQ
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AG-0398-S-16-0022
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Attachment J3 Quality Assurance Plan

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PERFORMANCE STANDARDS

Contractor Performance Checklist

Tasks and Critical

Subtasks Quality Standards Acceptable Quality Level Means of Measurement Penalties Incentives

Roadbed Moisture Content (MC) Determination

• Blade Roadbed when adequate MC is present

• Apply water or aerate as needed.

• Optimum MC for aggregate surfaces is 6-8% + 2% depending on the amount of fines.

• Optimum MC for native surfaces is 12-20% depending on amount and type of fines.

• Optimum MC to insure mixing, processing, lay down and compaction.

• Recognized Industry Standards for blading aggregate surfaced and native surface roads.

• Contractor maintained MC during blading so that processed materials are well mixed and finished surfaces are smooth and compacted.

• Aggregate surfaces tight and non-raveling.

• Recognized Industry Quality workmanship.

• Government may inspect during all operations to satisfy that adequate MC is present.

• Contractor performance substantiates that optimum MC and recognized Industry Standards are being met.

• Contractor may be required to re-work, at their expense, the unacceptable section when the MC returns to within acceptable range

• Government may withhold full or partial compensation for that section

• Contractor may receive poor performance rating

• Contract may be terminated with repeated deficiencies.

• Contractor would receive a superior performance rating

• Government would likely exercise renewal option for one more season if such option is part of the contract.

Level Means of Measurement Penalties Incentives

Ditch Cleaning and Shaping

• Cleaning and reshaping ditches

• Cleaning lead-out ditches

• Original lines and grades are restored

• Accepted industry quality workmanship.

• Slough, debris, and deposition is removed

• Water is able to flow freely with no significant constrictions

• No avoidable standing water in ditch lines.

• Back slopes have not been undercut.

• Lead-out ditches drain to daylight

• Shoulder ditch slope at a 3:1 ratio (horz:vert)

• Excess ditch material has been pulled onto and across roadway and deposited off road on fill slopes;

it has not been heeled onto backslope.

• Ditch material has not been healed into cut slope unless specifically approved by CO.

• Visual verification.

• Measurement with standard survey equipment such as level, rod, etc.

• Contractor may be required to re-work, at their expense, the unacceptable portions of work

• Contractor may receive poor performance rating

• Contract may be terminated with repeated deficiencies.

• Contractor would receive a superior performance rating

• Government would likely exercise renewal option for one more season if of the contract.

Level Means of Measurement Penalties Incentives

Reshaping Road – Aggregate Surfacing

• Cut, relay, and reshape to full surfaced width (including turnouts) and to sufficient depth to remove rutting, potholing, washing, and wash boarding

• Existing crown/out-slope preserved or enhanced

• Aggregate surface, including turnouts, is restored to uniform depth and free of ruts, potholes, washes and wash boarding

• Road surface drains effectively.

• Intersections properly blended with no abrupt edges.

• Oversize material removed.

• Sod is broken down and materials incorporated back into the roadway.

• Accepted industry quality workmanship.

• No berms or ridges along either shoulder of roadbed.

• No oversize material greater than 2 inches.

• Crown 5-8%

• Aggregate has not been contaminated

• Little or no lost material outside of roadbed.

• Pot holes, ruts, washes, and wash boards have been cut to the bottom of the defect and the road material blended, re-laid, shaped and compacted along with the rest of the road surface.

• Visual verification.

• Measurement with standard survey equipment such as level, rod, etc.

• Contractor may be required to re-work, at their expense, the unacceptable portions of work

• Contractor may receive poor performance rating

• Contract may be terminated with repeated deficiencies.

• Contractor may be required to replace any aggregate lost that can not be recovered.

• Contractor would receive a superior performance rating

• Government would likely exercise renewal option for one more season if of the contract

Level Means of Measurement Penalties Incentives

Reshaping Road – Native Surfacing

• Crowning/out-sloping

• Material spread evenly over surface to form a “pad”

• Side cast oversize rocky material

• Clean/reshape existing drain dips

• Scarification and blending of materials

• Road crowned or out-sloped

• No material is wasted

• No oversize material on road

• No berms or ridges left along either shoulder

• Oversize rocky material removed.

• Road surface drains effectively

• Sod is broken down and earthen materials incorporated back into roadway.

• Accepted industry quality workmanship.

• Road bed smooth and dressed to produce a uniform grade and cross section, with a surface free of hollows, depressions, and projections

• No berms or ridges along either shoulder of roadbed.

• Dips are smooth with good transitions

• No oversize rocky material greater than 3 inches.

• Crown 5-8%

• Outslope 3-5 %

• Visual verification.

• Measurement with standard survey equipment such as level, rod, etc.

• Contractor may be required to re-work, at their expense, the unacceptable portions of work

• Contractor may receive poor performance rating

• Contract may be terminated with repeated deficiencies.

• Contractor would receive a superior performance rating

• Government would likely exercise renewal option for one more season if

Level Means of Measurement Penalties Incentives

Structure and Improvement Protection

• Protecting existing structures and improvements.

• Structures and improvements are protected from damage.

• Structures and Improvements are free from grading material

• No damage to structures or improvements

• Minimal material deposited on or in cattle guards, bridge decks, culverts, etc.

• No pothole or depressions where structure meets roadway.

• Visual verification.

• Measurement with standard survey equipment such as level, rod, etc.

• Contractor may be required to clean, repair, or replace, at their expense, any plugged or damaged structure or improvements.

• Contractor may receive poor performance rating

• Government may withhold full or partial compensation.

• Contract may be terminated with repeated deficiencies.

• Contractor would receive a superior performance rating

• Government would likely exercise renewal option for one more season if

Level Means of Measurement Penalties Incentives

Watershed Protection

• Prevention of sediment pollution in live drainages.

• Meet State approved Best Management Practices.

• No introduction of sediment into drainages and water ways due to contractor’s operations.

• No hazardous waste deposited on ground.

• No deposits left within 100 feet each side of live drainages.

• Roadway drainage to occur 100 feet before and after waterways.

• Clean dips, culverts and cross drains to prevent erosion and sediment delivery into waterways.

• Eliminate edges that develop on road surfaces that direct non-intended water toward waterways.

• Fuel and lubricant spills avoided..

• Visual verification.

• Measurement with standard survey equipment such as level, rod, etc.

• Contractor may be required to re-work, at their expense, the unacceptable portions of work.

• Government may withhold full or partial compensation for that section

• Contractor may receive poor performance rating

• Contract may be terminated with repeated deficiencies.

• Contractor would receive a superior performance rating

• Government would likely exercise renewal option for one more season if

Crown 5-8%
No berms or ridges along either shoulder of roadbed.

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