811_SPS_F06_SURF MAINT.doc
DOC document 84 KB Posted
- Attached to
- Road Maintenance IDIQ Federal contract opportunity
- Solicitation number
- AG-046W-S-09-0025A
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Section J - 811 Surface Maintenance
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| FBO-Award-Notice.pdf | ||
| AG-046W-S-09-0025A_road-maintenance-amend1a.pdf | ||
| AG-046W-S-09-0025A_road-maintenance-amend1.pdf | ||
| 803_SPS_F06_SNOW REM.doc | DOC document | |
| 872_SPS_F06_SIGN MAINT.doc | DOC document | |
| 861_SPS_F06_MAINT CTLGRDS-GATES-GRDRLS.doc | DOC document | |
| 841_SPS_F06_VEGETATION TREAT.doc | DOC document | |
| 808_SPS_F06_TRAFFIC CONTROL.doc | DOC document | |
| 800_definition_abbreviation.doc | DOC document | |
| 842_SPS_F06_RDWY VEG MAINT.doc | DOC document | |
| 851_SPS_F06_HAZ OBSTRUCT REM.doc | DOC document | |
| 813_SPS_F06_SPOT SURF.doc | DOC document | |
| 881_SPS_F06_EQUIP MOB MOVE_pbsc.doc | DOC document | |
| 832_SPS_F06_LOAD-HAUL-PLACE MAT_pbsc.doc | DOC document | |
| AG-046W-S-09-0025A_road-maintenance-idiq.pdf | ||
| 801_quantity_measurement_terms.doc | DOC document | |
| 807_SPS_F06_EQUIP RENT.doc | DOC document | |
| 833_SPS_F06_DRAIN STRUCT INST-REPL_pbsc.doc | DOC document | |
| 834_SPS_F06_RDWY DRAIN SYS_MAINT_pbsc.doc | DOC document |
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Text version
811 SURFACE MAINTENANCE
811.01 Service Required Smooth and shape native or aggregate surfaced roads including traveled way, shoulders, turnouts, and intersections. Reshape or recondition ditches, water bars, and drain dips.
811.02 Performance Standards Maintenance Level 4 and 5 Roads
A road surface is maintained to standard when the travel way is free of washboards, potholes, or other irregularities. The surface is smooth, compact, crowned or sloped to drain, without segregation of the surfacing materials. Suitable materials have been recovered and incorporated. Unsuitable materials have been removed. Ditches and road surface drainage structures function efficiently. Unpaved shoulders are shaped to provide a smooth transition from the paved surface and drain efficiently.
Maintenance Level 3 Roads A road surface is maintained to standard when the surface is compact, crowned, or sloped to drain, without segregation of the surfacing materials. The road surface has no ruts or rills, suitable materials have been recovered and incorporated. Unsuitable materials have been removed. Ditches and road surface drainage structures function efficiently.
Maintenance Level 2 Roads
A road surface is maintained to standard when the surface is shaped to drain, and where ditches and road surface drainage structures function efficiently. The road surface has no continuous ruts or rills, and no large concentrations of unsuitable materials remain.
811.03 Location of Work
As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.
811.04 Measurement
Measurement under this Section will be made by the total number of units for each item listed in the SCHEDULE OF ITEMS completed and accepted.
A. Single Lane Roads: Surface maintenance will be measured along the centerline of the roadway. Turnouts are incidental. Measurement will be to the nearest one-tenth (0.1) mile.
B. Double Lane Roads: Surface maintenance will be measured along the centerline of the roadway. Measurement will be to the nearest one-tenth (0.1) mile.
C. Road Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.
811.05 Payment
A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 811 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.
Pay Item
Pay Unit
811(1)
Surface Maintenance Level 4 & 5 roads
Single Lane Mile
811(2)
Surface Maintenance Level 4 & 5 roads
Double Lane Mile
811(3)
Surface Maintenance Level 3 roads
Single Lane Mile
811(4)
Surface Maintenance Level 3 roads
811(5)
Surface Maintenance Level 2 roads
Single Lane Mile
811(6)
Surface Maintenance Level 2 roads
811(7) Shoulder Maintenance
Road Mile
811.06 Acceptable Quality Levels
| Description |
| Major |
| Minor |
| Allowable Defects |
| Required Action |
| Defect |
| Defect |
| Major |
| Minor |
| Major |
| Minor |
| Surface Irregularities (Level 4&5) |
| Potholes greater than 2" deep and wider than 1 foot |
| Potholes 2" or less deep and 1 foot or less wide |
| 0 per mile |
| 1 per ½ mile |
| Rework if greater than 0 major defects * |
| Rework if greater than 2 minor defects |
Washboards greater than 1" deep
| Washboards 1” or less deep and not exceeding 20 feet long |
| 0 per mile |
| 1 per ½ mile |
| Rework if greater than 0 major defects * |
| Rework if greater than 2 minor defects |
| Surface Irregularities (Level 3) |
| Potholes greater than 2" deep and wider than 1 foot |
| Potholes 2” or less deep and 1 foot or less wide |
| 1 per mile |
| 1 per ½ mile |
| Rework if greater than 2 major defects * |
| Rework if greater than 2 minor defects |
Washboards greater than 1" deep
| Washboards less than 1" deep and not exceeding 20 feet long |
| 0 per mile |
| 1 per ½ mile |
| Rework if greater than 2 major defects * |
| Rework if greater than 2 minor defects |
| Road Cross Section (Level 4&5) |
| Crown or Cross Slope is not uniform and does not drain as specified on more than 250' of surface per mile |
| Crown or Cross Slope is not uniform and does not drain as specified on less than 250' of surface per mile |
| 0 |
| 1 per mile |
| Rework |
| Rework if greater than 1 minor defects * |
| Road Cross Section (Level 3) |
| Crown or Cross Slope is not uniform and does not drain as specified on more than 250' of surface per mile |
| Crown or Cross Slope is not uniform and does not drain as specified on less than 250' of surface per mile |
| 0 |
| 1 per mile |
| Rework |
| Rework if greater than 1 minor defects * |
| Road Cross Section (Level 2) |
| Road surface does not drain properly and causes erosion, or obstructs high clearance vehicles |
| Road surface does not drain properly, but does not cause erosion |
| 0 |
| 1 per ½ mile |
| Rework if greater than 1 major defects * |
| Rework if greater than 1 minor defects |
| Oversized Material (Level 3&4 aggregate surfaced roads) |
| Material greater than 3" diameter remaining on the road surface |
| Material less than 3" diameter remaining on the road surface and traffic safety is not compromised |
| 0 |
| 3 per mile |
| Rework if greater than 0 major defects * |
| Rework if greater than 3 minor defects |
| Oversized Material (Level 2) |
| Objects in traveled way that obstruct high clearance vehicles |
| Debris in traveled way that may impede high clearance vehicles |
| 0 |
| 1 per mile |
| Rework |
| Rework if greater than 1 minor defects * |
| Aggregate Surface Quality |
| Gradation of surface aggregate is degraded by more than 10 % |
| Gradation of surface aggregate is degraded by less than 10 % |
| 0 |
| 2 per mile |
| Rework |
| Rework if greater than 2 minor defects * |
| A loss of more than 10 CY/mile |
| A loss of less than 10 CY/mile |
| 0 |
| 2 per mile |
| Replace or recover lost material |
| Accept the loss of material |
| surfacing is segregated over more than a 100 square yard area per 1000 linear feet of road and traffic safety is compromised |
| surfacing is segregated over less than a 100 square yard area per 1000 linear feet of road and traffic safety is not compromised |
| 0 |
| N/A |
| Rework |
| Accept the loss of surface quality* |
| Backslopes |
| Undercut backslope will result in destabilization of slope |
| Undercut backslope will not result in destabilization of slope |
| 0 |
| 4 per mile |
| Repair and Stabilize |
| Revegetate if greater than 4 minor defects * |
| Compaction |
| Visible displacement occurs under hauling or spreading equipment |
| N/A |
| 0 |
| N/A |
| Rework |
| N/A |
| Ditches and Road Drainage Structures |
| Impeded flow or water diverted out of drainage structures |
| < 20% impeded, but water will stay in the channel |
| 0 |
| 2 per mile |
| Rework |
| Rework if greater than 2 minor defects * |
| Unpaved Shoulders (Level 3, 4, & 5) |
| Elevation difference between pavement and shoulder is greater than 1" |
| Elevation difference between pavement and shoulder is less than 1" |
| 0 |
| 5 per mile |
| Rework |
| Rework if greater than 5 minor defects |
Material greater than 1/4" diameter remaining on the road surface
| Material 1/4" diameter or less remaining on the road surface and traffic safety is not compromised |
| 0 |
| 5 per mile |
| Rework if greater than X major defects * |
| Rework if greater than 5 minor defects |
| Does not drain away from pavement |
| Does not drain away from pavement |
| 0 |
| 0 |
| Rework |
| Rework |
* Units have the option to choose a pay reduction in lieu of rework. However, each unit must establish a threshold where rework is required and define pay reductions for each defect.
Intent and use: User to establish threshold for the acceptable level of quality.
811 – SURFACE MAINTENANCE (09/10/04) 4
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