834_SPS_F06_RDWY DRAIN SYS_MAINT_pbsc.doc
DOC document 60 KB Posted
- Attached to
- Road Maintenance IDIQ Federal contract opportunity
- Solicitation number
- AG-046W-S-09-0025A
About this file
Section J - 834 Roadway Drainage System 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 | |
| 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 | ||
| 811_SPS_F06_SURF MAINT.doc | DOC document | |
| 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 | |
| 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 |
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Text version
834 ROADWAY DRAINAGE SYSTEM MAINTENANCE
834.01 Service Required Clean and recondition roadway drainage systems including culverts, ditches, inlet and outlet channels, catch basins, and appurtenances.
834.02 Performance Standard
Drainage system maintenance is complete when no obstruction remains in the defined area adjacent to the structure or in ditches which would have the potential to block water from entering the structure, back water into the structure (except for structures designed to function in a back-flooded manner), or divert water outside the defined channel. Equipment operation in live streams or hydraulic flushing of drainage structures is not permitted.
834.03 Location of Work
A. As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer and;
1.
Drainage structures including inlet structures, culverts, catch basins, inlet/outlet channels, and ditches within the area SHOWN ON THE PLANS or in the SUPPLEMENTAL SPECIFICATIONS.
2.
Culverts - a minimum external horizontal distance of 10 feet in any direction from the inlet and outlet end and a minimum internal distance of 3 feet from the inlet and outlet ends.
3.
Ditches adjacent to the roadbed.
4.
This work does not include bridges, cattleguards, drain dips, or water bars.
834.04 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.
Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.
834.05 Payment
A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 834 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.
Pay Item
Pay Unit 834(1) Clean and Recondition Culverts 24 inch Diameter and under Each
834(2) Clean and Recondition Culverts over 24 inch through 48 inch
Each
Diameter
834(3) Clean and Recondition Culverts over 48 inch Diameter
Each
834(4) Clean Ditches
Mile
834(5) Clean Ditches and Drainage Structures
834(6) Clean Drainage Structures
834.06 Acceptable Quality Levels
| Description |
| Major |
| Minor |
| Allowable Defects |
| Required Action |
| Defect |
| Defect |
| Major |
| Minor |
| Major |
| Minor |
| Blocked Culverts |
| Greater than 20 % of end area blocked |
| 20% or less of end area blocked |
| 0 |
| 1 per mile |
| Rework |
| Rework if greater than 1 minor defects * |
| Damaged Culvert Inlet/outlets |
| Greater than 20 % of end area blocked |
| 20% or less of end area blocked |
| 0 |
| 1 per mile |
| Rework |
| Rework if greater than 1 minor defects * |
| Impeded flow for ditches, inlet/outlet channels, and catch basins |
| water will be diverted out of the drainage structure or system |
| < 20% impeded, but water will stay in the channel. |
| 0 |
| 1 per mile |
| Rework |
| Rework if greater than 1 minor defects * |
| Debris on Road (ML 4-5) produced by Service Provider operations. |
| Any debris in traveled way |
| N/A |
| 0 |
| 0 |
| Rework |
| Rework |
| Debris on Road (ML 3) produced by Service Provider operations. |
| Debris in traveled way that may impede traffic. |
| Debris in traveled way that may slow traffic. |
| 0 |
| 0 |
| Rework |
| Rework |
| Debris on Road (ML 2) produced by Service Provider operations. |
| 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 10 % or less |
| 0 |
| 1 per mile |
| Rework |
| Rework if greater than 1 minor defects * |
| Backslopes |
| Undercut backslope will result in destabilization of slope |
| Undercut backslope will not result in destabilization of slope |
| 0 |
| 1 per mile |
| Repair and Stabilize |
| Revegetate if greater than 1 minor defects * |
| Vegetation |
| woody vegetation within 5 feet of the inlet end of drainage structures or in ditches that interferes with flow |
| low growing vegetation within 5 feet or more of inlet end of drainage structures or in ditches that does not interfere with flow |
| 0 |
| N/A |
| Remove |
| Leave in place |
| Work Area Management |
| Not following approved safety plan which may include signs, flaggers, and other temporary traffic control measures |
| Not following approved safety plan which may include signs, flaggers, and other temporary traffic control measures |
| 0 |
| 0 |
| Suspend work until in compliance |
| Suspend work until in compliance |
* Forests 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.
834 - DRAINAGE STRUCTURE MAINTENANCE (09/10/04) 2
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