Attachment007-FW-Items11-13-SOW_SPECS.pdf
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- Attached to
- 2019 Contracting West Road Maintenance BPA Federal contract opportunity
- Solicitation number
- 1204T019Q0023
About this file
This document outlines the requirements for road maintenance services on multiple national forests in Oregon. The U.S. Forest Service Pacific Northwest Region is soliciting offers for multiple blanket purchase agreements to provide road grading, drainage cleaning, material hauling and placement, sign installation and other road maintenance tasks on the Siuslaw, Willamette, Umpqua, Rogue River-Siskiyou and Fremont-Winema National Forests. Offerors may submit proposals to provide services on any or all of the item areas, which cover different ranger districts within each national forest. Awarded contractors may be required to simultaneously perform work across multiple districts. The solicitation will be available on FedBizOpps starting May 3rd 2019, with an estimated effective date of July 1st 2019. Offerors must be registered in the System for Award Management to be eligible for award.
Attachment 7 - Fremont Winema NF Technical Packet (1 document)
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1204T019Q0023-Amendment2.pdf | ||
| 1204T019Q0023-Amendment1.pdf | ||
| Attachment001-ExperienceQuestionaire.pdf | ||
| Attachment002-ServiceWageDetermination.pdf | ||
| Attachment005b-UMP-RoadRules.pdf | ||
| Attachment006a-RRS-Items8-10-SOW.pdf | ||
| Attachment005a-UMP-Items5-7-SOW_SPECS.pdf | ||
| 1204T019Q023-Solicitation_GeneralInstructionsClausesProvisions.pdf | ||
| Attachment004-WIL-Items2-4-SOW_SPECS.pdf | ||
| Attachment006d-RRS-Item10-SPECS.pdf | ||
| Attachment003-SIU-Item1-SOW_SPECS.pdf | ||
| Attachment006b-RRS-Item8-SPECS.pdf | ||
| 1204T019Q023-ReturnPacket.pdf | ||
| Attachment006c-RRS-Item9-SPECS.pdf |
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2019 Road Maintenance BPA Solicitation #: 1204T019Q0023 Fremont-Winema NF: ITEMS 11 – 13
ATTACHMENT 1
FREMONT-WINEMA DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK
SECTION 1—GENERAL
1.1 Scope of contract
The intent of the contract is for the awarded Contractor(s) to provide for yearly road maintenance of forest roads of the Fremont-Winema National Forest as follows:
Item 11: (FW-East) Bly and Lakeview Ranger Districts Item 12: (FW-East) Paisley and Silver Lake Ranger Districts Item 13: (FW-West) Chemult, Chiloquin and Klamath Ranger Districts
This work includes furnishing labor, equipment, supervision, transportation, operating supplies, and all incidentals necessary to provide maintenance in accordance with drawings and specifications of the contract. Contractor may be required to perform work items simultaneously on various Districts if awarded more than one Item. In addition, the contractor may be required to respond to emergency storm events which may consist of removing trees, debris, slides, and slough from drainage structures and/or traveled way to provide access to the forest.
The scope of work is not limited to the payment items identified herein. Other payment items within the overall scope of road maintenance may be added by contract modification if an agreeable price and performance time can be established. In the event requirements for work develop that are not pre-priced, the Government will provide a complete description of the specifications and payment items and request a unit price. If mutual agreement is reached on the pricing of additional payment items, they may be added to the contract at any time. If mutual agreement is not reached on proposed additional payment items, the Government reserves the right to contract for such work with others.
1.2 Location and Description
The location of the worksites, access to the areas, methods of work, size of each sub item, and other information pertinent to this contract are contained in the Vicinity Maps and Project Location Maps, which shall be considered as part of the technical specifications. A Vicinity Map is attached to this contract. Specific Project Location Maps shall be issued with each Purchase Order as necessary.
The specific roads requiring work will be listed on each BPA Call.
The Typical Drawings included with the specifications are representative of work required.
1.3 Accessibility
1.3.1 Work areas may be reached by Forest roads that are accessible by a standard two-wheel drive pickup equipped with snow tires and chains, if needed, during normal operating seasons, unless otherwise indicated on Project Maps. Vehicles shall not operate off system roads without prior written approval of the Contracting Officer.
1.3.2 Inaccessibility due to snow, fallen trees, slides or washouts on roads may or may not be corrected at the option of the Government. If road access is blocked, the Government may: (1) provide an alternate access route; (2) delete the inaccessible sub items (s) or; (3) substitute similar sub item(s).
1.3.3 Roads shown on unit maps indicate access to units and are not to suggest the roads are open within units or for any further travel.
1.3.4 Use of motorized equipment other than hand held equipment such as power saws and brush cutters will not be permitted off designated roads in the project area without approval of the Contracting Officer or as hereinafter provided.
1.3.5 No vehicle shall by-pass any officially blocked road (barriers, locked gates, posted signs, rock/log/dirt, etc.) without approval of the Contracting Officer.
SECTION 2--DEFINITIONS
Refer to attached specification 800-F1.
SECTION 3--GOVERNMENT FURNISHED PROPERTY, MATERIALS, SERVICES
Specifications governing road maintenance work include Pacific Northwest (Region 6) Standard Specifications (2005 Performance Based Service Contract (PBSC)), and may include Road Maintenance Specifications for Fremont-Winema National Forests and Special Project Specifications which refine, revise, and add to the Standard Specifications. The Special Project Specifications and Standard Specifications must be read as a whole to gain a full understanding of the work required. In case of discrepancies between these specifications, the Special Project Specifications will take precedence over the Standard Specifications.
The Government may provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.
Spot Surfacing – See Section 813 Spot Surfacing
Publications:
Road Maintenance Specifications for Fremont-Winema National Forests;
EM 7100-15 - Sign and Poster Guidelines for the Forest Service (available here:
https://www.fs.usda.gov/Internet/FSE_DOCUMENTS/stelprd3810021.pdf);
1071 2812P - Forest Service Sign Installation Guide (available here:
https://www.fs.fed.us/t-d/pubs/pdfpubs/pdf10712812/pdf10712812dpi72.pdf
SECTION 4--CONTRACTOR FURNISHED CRITICAL ITEMS/SERVICES
Equipment as required to complete the work according to the attached specifications.
Furnishing of Material Unless otherwise stated in the Supplemental Specifications, the Contractor shall furnish all material required for performance of the contract. All material shall comply with the specifications. The Contractor shall verify the kind and amount of work that may be necessary in furnishing the material.
The Contractor shall furnish and deliver the material to the site of the work in such a manner that their quality and fitness for the work is preserved.
Measurement and payment for contract work will be made only for “work ordered under” those pay items included in the Schedule of Items. Measurement and payment for work or materials required to complete the project “in accordance with” the drawings and specifications and which are not included as pay items in the Schedule of Items will be considered as incidental to and included in the payment for other pay items shown and separate measurement and payment will not be made. The contractor shall be responsible for furnishing warning devices and complying with the safety standards and traffic management procedures as specified in this contract.
SECTION 5--PERFORMANCE WORK STATEMENT TASKS AND CRITICAL
SUBTASKS
All work will be performed in accordance with the attached specifications. Manage all work areas in accordance with other clauses and specifications in this contract, including documents incorporated by reference.
834 Roadway Drainage System Maintenance
When ordered by the Contracting Officer, excess material generated from ditch and culvert cleaning shall be removed and disposed of off Forest Service lands.
Side-casting or end-dumping may be approved by the COR.
861 Maintenance of Cattle Guards, Traffic Gates and Barriers, Guardrails and Retaining Walls
Maintain cattle guards at locations as directed by the Contracting Officer.
Material will be placed at sites designated by the Contracting Officer.
T-891-02F Supplemental Project Specification Water Supply and Watering (3/08)
Water when required is to be contractor provided, adhering to Supplemental Project Specification T-891-02F Water Supply and Watering (03/08)
SECTION 6--GOVERNMENT STANDARDS/STATE STANDARDS/TECHNICAL
EXHIBITS
001 Region 6 Road Maintenance Specifications and Acceptable Quality Levels 002 Vicinity Maps
SECTION 7--QUALITY/PERFORMANCE REQUIREMENTS SUMMARY
All work shall be in compliance with the attached Acceptable Quality Levels included with each section of the road maintenance specifications.
Silver Lake Ranger District
Paisley Ranger District
Bly Ranger District
Lakeview Ranger District
Chiloquin Ranger District
Chemult Ranger District
2019 Road Maintenance BPA Solicitation Fremont - Winema National Forest Vicinity Map
Item # 11 Bly and Lakeview Ranger Districts
Chiloquin Ranger District
Chemult Ranger District
Silver Lake Ranger District
Paisley Ranger District
Bly Ranger District
Lakeview Ranger District
2019 Road Maintenance BPA Solicitation
Item # 12 Silver Lake and Paisley Ranger Districts
Chiloquin Ranger District
Chemult Ranger District
Klamath Ranger District
Silver Lake Ranger District
Bly Ranger District
2019 Road Maintenance BPA Solicitation
Item # 13 Chemult, Chiloquin and Klamath Ranger Districts
Specification List – Road Maintenance Services for Fremont-Winema National Forest
SPECIFICATION
NUMBER DESCRIPTION
801 QUANTITY MEASUREMENT TERMS
807 EQUIPMENT RENTAL
808 FLAGGER OPERATION
811 SURFACE MAINTENANCE
813 SPOT SURFACING
832 LOAD, HAUL, AND PLACE MATERIALS
834 ROADWAY DRAINAGE SYSTEM MAINTENANCE
842 CUTTING ROADWAY VEGETATION
851 HAZARD AND OBSTRUCTION REMOVAL
861 MAINTENANCE OF CATTLEGUARD, TRAFFIC GATES AND BARRIERS
872 SIGN MAINTENANCE
881 MOBILIZATION / EQUIPMENT MOVING AND CLEANING
T-891-02F WATER SUPPLY AND WATERING
807 EQUIPMENT RENTAL
807.01 Service Required
Furnishing and operating equipment.
807.02 Performance Standard
The equipment shall be furnished as specified in the table below:
Description Max Age
Min
HP
Min Reach
Min Weight Capacity Attachments Remarks
Excavator
Years
30’
55000
1.5 CY
In addition to common excavation, must be equipped to grasp and lift logs up to 36-inches diameter and boulders up to
30-inch diameter
Backhoe years 70 15’ 15000
1.25CY
bucket
72” front, 24” back bucket
Extend-a-hoe acceptable
Grader years 140 - 30000 12’ wide 24” blade
Dump Truck years - - - 10 CY
“Make equipment available for inspection and approval before use”
807.03 Location of Work
As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, included in the SUPPLEMENTAL SPECIFICATIONS, or as ordered by the Contracting Officer.
807.04 Measurement
A. The accepted quantities will be paid at the established hourly rate, rounded to the nearest half (1/2) hour, that the equipment is in operation.
B. Non-operable equipment or equipment dependent on another piece of non-operable equipment will not be paid for.
C. Hours of operation shall be the same as for the Service Provider’s regular work shift, unless otherwise directed in writing by the Contracting Officer.
D. Moving of equipment will be paid at the established hourly rate.
807.05 Payment
A: The accepted quantities will be paid at the contract price per unit of measurement for the Section 807 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.
PAY ITEM PAY UNIT
807(1) Excavator Hour 807(2) Backhoe Hour 807(3) Grader Hour 807(4) Dump Truck Hour
807.06 Acceptable Quality Levels
A. Equipment shall be clean and free of soil, plant parts, seeds, and other debris.
B. Equipment shall be well maintained, free of leaks, capable of operating at least 90% of the time, and meet all state and federal regulations.
C. Equipment shall be operated by a fully trained, qualified, and competent operator at all times.
SECTION 808 – FLAGGER OPERATION
808.01 SERVICE REQUIRED:
Contractor requirements for traffic control and equipment requirements in work areas.
808.02 PERFORMANCE STANDARDS:
A. Traffic Conditions - Unless otherwise provided in the SPECIAL PROJECT SPECIFICATIONS, roads are open to traffic with not more than fifteen (15) minutes maximum delay time.
B. A plan for satisfactory handling of traffic, approved by the Government, is required prior to initiating or performing work which interferes with use of traveled roadways.
C. Traffic Control Devices
i. Provide signs and other devices complying with National Standards as contained in Part VI of the Manual of Uniform Traffic Control Devices (MUTCD). Provide traffic control for occupied work areas that is in accordance with these specifications. All signs and devices remain the property of the Contractor.
ii. Keep traffic devices current with maintenance operation and remove upon completion.
iii. Use warning signs to control traffic approaching the work area from either direction and also from side accesses having standard Government rectangular or trapezoidal-shaped route markers with horizontal numbering.
iv. Required signs may be mounted on portable or temporary mountings.
Use standard MUTCD shapes, colors, sizes, and legends.
v. Mark hazards incidental to the work within or on the traveled way, shoulders, or turnouts with hazard identification markers, illuminated beacons, and other MUTCD devices to safely guide road users through the area. Mark work segments not completed on a daily basis appropriately for night travel. Obtain authorization before commencing work at night.
vi. Advisory speed plates may be used to control traffic through the work area.
D. Flaggers - Provide properly equipped, trained and certified, flag person(s) where the traffic is required to stop before proceeding. Stop traffic in locations which provide width enough for passage of traffic and reasonable protection for vehicles.
When flag control is used, advance warning signs are required.
E. Contractor's Equipment
i. Equip all vehicles and machinery operating on or from the traveled way or road shoulder with flashing lights, strobes, or rotary beacons operated continuously while work is in progress. Use truck headlights at all times while operating.
ii. Backup horns are required on all self- propelled equipment in excess of 5 tons gross weight.
iii. Park vehicles and machinery not currently used in the maintenance operation off the traveled way at approved locations to minimize interference with normal use.
808.03 LOCATION OF WORK:
Location of work is as specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.
808.04 MEASUREMENT:
A. Work Area Management (Flaggers not included):
i. No separate measurement or payment will be made for meeting requirements of this Section. All work and materials are incidental to other paid work in this contract.
B. Flaggers:
i. The accepted quantities will be paid at the established hourly rate, rounded to the nearest half (1/2) hour, that the flaggers are in operation.
ii. A single flagger shall be considered one laborer and all incidentals required for a single flagger operation. Dual flaggers shall be considered two laborers and all incidentals required for a dual flagger operation.
iii. Flagger support vehicles and flagging equipment shall be considered incidental to the established hourly rate.
iv. Hours of operation shall be the same as for the Service Provider’s regular
v. Work shift, unless otherwise directed in writing by the Contracting
Officer.
vi. Moving of flagging operating stations during work operations shall be paid at the established hourly rate.
808.05 PAYMENT:
The accepted quantities will be paid at the contract price per unit of measurement for the Section 808 pay items listed in the schedule of items. Payment will be full compensation the flagging work prescribed in this Section.
PAY ITEM PAY UNIT
808(1) Single Flagger Operation Hour 808(2) Dual Flagger Operation Hour
811 - SURFACE MAINTENANCE
811.01 Service Required
A. Smooth and shape native or aggregate surfaced roads including traveled way, shoulders, turnouts, and intersections. Reshape or recondition ditches, water bars, and drain dips. Water shall be applied as necessary to prevent segregation and facilitate compaction. When ordered by the Contracting Officer to work in a weed infested area the contractor will be required to prevent spreading the infestation into un-infested areas by cleaning vehicles and equipment. The contractor will use wash stations approved by the Contracting Officer.
B. When roller compaction is required, an 8-10 ton vibratory roller will be operated over the full width of the roadway for a minimum of 3 complete passes and until there is no visible evidence of consolidation. One pass is defined as operating the vibratory roller from the point where blading begins to the point where blading ends.
811.02 Performance Standards
Level 2-4 Roads
A road surface is maintained to standard when: The travel way is logged out, 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.
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. Locations of weed-infested areas will be marked on the ground. Do not operate in the weed-infested areas unless ordered to do so 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, to the nearest one-tenth (0.1) mile.
811.05 Payment
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.
851(1) and 851(2) Log Out (Typical: LOGOUT) is incidental to the pay item.
Pay Item Pay Unit
811(1) Single Lane Roads Center Line Road Mile 811(2) Double Lane Roads Center Line Road Mile 811(3) Single Lane Roads with Roller Compaction Center Line Road Mile 811(4) Double Lane Roads with Roller Compaction Center Line Road Mile
811.06 Acceptable Quality Levels
Acceptance will be determined by visual inspection. If visual inspection finds that all work conforms to performance standards (811.02) the work will be acceptable. If visual inspection finds that occasional work elements do not completely conform to performance standards but non-conforming work elements are not representative of an overall quality of work problem the work will be acceptable. If visual inspection finds that non-conforming work is representative of an overall quality of work problem, rework will be required
811.06 ACCEPTABLE QUALITY LEVEL
Description Major Defect Minor Defect Allowable Defects Required Action
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 unit
2 per unit Rework 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 unit
2 per unit Rework 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 unit
2 per unit Rework if greater than 1 major defect
Rework if greater than 2 minor defects
Washboards greater than 1" deep
Washboards less than 1" deep and not exceeding 20 feet long
1 per unit
2 per unit Rework if greater than 1 major defect
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 unit Rework Rework if greater than 1 minor defect
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 unit Rework Rework if greater than 1 minor defect
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 2 per unit Rework Rework if greater than 2 minor defects
Allowable Defects Required Action
Major Minor Major Minor 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 2 per unit Rework Rework if greater than 2 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 2 per unit Rework Rework if greater than 2 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 1 per unit Rework Rework if greater than 1 minor defect
A loss of more than 10 CY/mile
A loss of less than 10 CY/mile 0 1 per unit
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 2 per unit 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 1 per unit Repair and Stabilize
Revegetate if greater than 3 minor defects
Major Minor Major Minor
Compaction Visible displacement occurs under hauling or spreading equipment
N/A 0 0 per unit 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 1 per unit Rework Rework if greater than 1 minor defect
Working outside of project limits
Area contains invasive weeds N/A 0 N/A
Repair and treat affected areas as directed by the Contracting
Officer
N/A
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 2 per unit Rework Rework if greater than 2 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 3 per unit Rework Rework if greater than 3 minor defects
813 SPOT SURFACING
813.01 Service Required
Load, haul, and place surface material to repair or stabilize road surfaces.
813.02 Performance Standard
A. Spot surfacing is complete when the designated quantity of the ordered material has been placed and tailgate spread in a manner that will not impede traffic.
B. All materials transported onto National Forest System land will be weed-free. Written documentation of methods used to determine the weed-free status of any and all materials furnished by the contractor will be furnished to the Contracting Officer before transport of any materials onto National Forest System land.
813.03 Location of Work
As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as directed by the Contracting Officer.
813.04 Measurement
A. The quantity will be the number of cubic yards measured in the vehicles, or square yards of aggregate placed.
B. Material measured by the ton shall be verified by certified weight tickets.
813.05 Payment
The accepted quantities will be paid at the contract price per unit of measurement for the Section 813 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.
813(1) Spot Surfacing, Gradation Cubic Yard (less than 10 miles one way haul) 813(2) Spot Surfacing, Gradation Cubic Yard (10 miles - 20 miles one way haul)
SECTION 832 – LOAD, HAUL, AND PLACE MATERIALS
832.01 SERVICE REQUIRED:
Load, haul, and place material at designated sites.
832.02 PERFORMANCE STANDARD:
Loading, hauling, and placing is complete when no obstruction remains in or adjacent to the roadway or in ditches which would have the potential to interfere with traffic use, block or divert water from structures or channels. This includes relocation, repositioning, stabilization, and re- vegetation as ordered by the Contracting Officer. Other unsuitable material, aggregate stockpiles, or slash designated for hauling has been loaded and placed in designated locations.
832.03 LOCATION OF WORK:
As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as directed by the Contracting Officer.
832.04 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. Cubic Yard: The quantity will be the number of cubic yards measured in the vehicles.
B. Mile: Work activity will measured along the centerline of the road regardless of the number of lanes
832.05 PAYMENT:
832.05 PAYMENT:
A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 832 pay item listed in the schedule of items.
Payment will be full compensation for the work prescribed in this Section.
832(1) Load, Haul and Place Material Cubic Yard (less than 10 miles one way haul)
832(2) Load, Haul and Place Material Cubic Yard (10 - 20 miles one way haul)
832.06 ACCEPTABLE QUALITY LEVELS:
Allowable Defects Required Action
Major Minor Major Minor
Slopes
Unstable material left on slopes
Material left on slopes that can be stabilized and won’t block drainages
0 per pay unit
Remove Remove or stabilize in place
Backslopes
Undercut backslope will result in destabilization of slope
Undercut backslope will not result in destabilization of slope
0 per pay unit
Repair and Stabilize
Revegetate if > 2 minor defects
Ditches, inlet/outlet channels, streams and catch basins
Water will be diverted out of the drainage structure or soil enters system
<20% impeded, but water will stay in the channel
1 per pay unit
Rework Rework if > 3 minor defects
Debris on Road (Primary and Secondary Roads)
Debris in traveled way that may slow or impede low clearance vehicles
Debris in traveled way that does not slow or impede low clearance vehicles
1 per pay unit
Rework Rework if > 1 minor defect
Debris on Road (Other Roads)
Objects in traveled way that impedes or obstructs high clearance vehicles
N/A 0 N/A Rework N/A
Placed material (Disposal Sites)
Unstable material on designated sites N/A N/A Stabilize N/A
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
SECTION 834 – ROADWAY DRAINAGE SYSTEM MAINTENANCE
834.01 Service Required
Clean, recondition, and repair roadway drainage systems including culverts, downspouts, 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.
Materials produced from drainage system maintenance have been placed outside the roadway without concentrations, without obstructing drainage ways or structures, and are not located where erosion can allow sediment delivery to streams. When specified in the ROAD LISTING, materials have been hauled and placed in designated disposal areas.
When ordered by the Contracting Officer to work in a weed infested area the contractor will be required to prevent spreading the infestation into un-infested areas by cleaning vehicles and equipment. The contractor will use wash stations approved by the
834.03 Location of Work
As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or as ordered by the contracting Officer.
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. Culverts that need to be cleaned are those that have 20% or more of their end area blocked.
3. Ditches adjacent to the roadbed.
4. This work does not include bridges, cattleguards, drain dips or water bars.
5. Do not operate in the weed infested areas marked on the ground unless ordered to do so by the Contracting Officer.
834.04 Measurement
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.
834(1) Clean and Recondition Culverts Each 834(2) Clean Ditches and Drainage Structures Mile 834(3) General Road Maintenance Per Task Order
834.06 : ACCEPTABLE QUALITY LEVELS
Description Major Defect Minor Defect Allowable Defects Required Action
Blocked Culverts Greater than 20% of end area blocked
N/A 0 N/A Rework N/A
Damaged Culvert inlet/outlets
Greater than 20% of end area blocked
N/A 0 N/A Rework N/A
Impeded flow for ditches, inlet/ outlet channels, and catch basins
Water will be diverted out of the drainage structure or system
N/A 0 N/A Rework N/A
Debris on Road (ML4-5) produced by Service Provider operations
Any debris in traveled way
N/A 0 2 per pay unit
Rework N/A
Debris on Road (ML3) produced by Contractor operations
Debris in traveled way that may impede traffic
Debris in traveled way that may slow traffic
0 2 per pay unit
Rework Rework if greater than 2 minor defects
Debris on Road (ML2) produced by Contractor operations
Objects in traveled way that obstruct high clearance vehicles
Debris in traveled way that may impede high clearance vehicles
0 2 per pay unit
Rework Rework if greater than 2 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 pay unit
Rework Rework if greater than 1 minor defects
Backslopes Undercut backslope will result in destabilization of slope
Undercut backslope will result in destabilization of slope
0 per unit
2 per pay unit
Repair and Stabilize
Revegetate if greater than 2 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 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 including signs, flaggers, and other temporary traffic control measures
Location or quality of signs, flaggers, or other temporary traffic control measures do not meet
MUTCD
0 0 Suspend work until in compliance
Replace or correct by next work shift
SECTION 842 – ROADWAY VEGETATION MAINTENANCE
842.01 SERVICE REQUIRED:
Remove vegetation, including trees, on roadway surfaces and roadsides. Chip woody materials including limbs. Deposit chipping debris over the embankment slope of the road. Chipping disposal method is a scattered, non-continuous chip bed with total chip bed depth being no more than 4 inches deep.
842.02 PERFORMANCE STANDARD:
A. General
1. Brush, trees and other vegetation are cut within each area treated to a maximum height of 6 inches above the ground surface or obstruction such as rocks or existing stumps. All limbs which extend into the treated area, or over the roadbed, to a height of 14 feet above the traveled way surface elevation have been removed.
2. Items to remain will be DESIGNATED ON THE GROUND.
3. Self-propelled equipment is not allowed on cut and fill slopes or in ditches.
4. Trees within the cutting limits, but outside the roadbed and ditch, which are over 6 inches measured at 6 inches above the ground have been limbed in lieu of cutting.
5. Limbed trees have limbs cut within 4 inches of the trunk.
6. There is minimal or no damage to trunks of remaining trees.
B. Cutting Side Vegetation
1. The treated area includes the road bed measured from the center line to each defined road edge, or to the bottom of the ditch on ditched road segments, plus an additional 4 feet on each side. Where there is no defined road edge or ditch, the treated area extends 12 feet from each side of the road center line.
2. Transitions between differing increments of cutting width have tapered lengths of not less than 50 feet and not more than 70 feet.
C. Debris
1. Materials resulting from the cutting operation in excess of 12 inches in length or 3 inches in diameter do not remain on roadway slopes within the treated area, in ditches, or within water courses.
2. Limbs and chunks in excess of 3 inches in any dimension do not remain on the traveled way or shoulders.
3. For road segments where slash reduction is identified in the ROAD LISTING as not required, materials are scattered beyond the roadbed, outside of the work area and drainages.
4. For road segments where slash reduction is identified in the ROAD LISTING as required, all materials are reduced in size to less than 12 inches in length and 3 inches in diameter by use of a masticator, mechanical chipper, or similar means.
Resultant material is placed on cut slopes or outside of the work area but not in ditches or drainages. There are no accumulations of chips on steep cut slopes where the material will ravel into ditches.
842.03 LOCATION OF WORK:
As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or ordered by the Contracting Officer.
842.04 MEASUREMENT:
A. Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.
842.05 PAYMENT:
A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 842 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this section.
Pay Item Description Pay Unit 842(1) Vegetation Maintenance Mile
842.06 ACCEPTABLE QUALITY LEVELS:
Tree damage Damage to more than 30% of the tree bole
Damage to less than 30% of the tree bole
2 per pay unit
5 per pay unit
Remove or treat
Treat
Horizontal Clearance More than 10% not cleared to limits
10% or less not cleared to limits
0 per pay unit
1 per pay unit
Rework Rework if > 1 minor defect
Vertical Clearance More than 10% not cleared to limits
10% or less not cleared to limits
0 per pay unit
1 per pay unit
Rework Rework if > 1 minor defect
Height above ground surface
More than 10% not cleared to limits
10% or less not cleared to limits
0 per pay unit
1 per pay unit
Rework Rework if > 1 minor defect
Drainage Impeded flow or water diverted out of drainage structures
10% or less impeded, but water will stay in the channel
0 per pay unit
1 per pay unit
Rework Rework if > 1 minor defect
Oversized Material Material greater than 3” diameter remaining on the road surface
Material 1”- 3” in diameter remaining on the road surface
0 per pay unit
0 per pay unit
Rework Rework
Material greater than 3” diameter and 24” in length remaining on roadway slopes, drainages or has the potential to move into drainages.
Material 1”- 3” in diameter and 24” in length remaining on roadway slopes, drainages or has the potential to move into drainages.
2 per pay unit
5 per pay unit
Rework Rework if > 5 minor defects
Concentrations Any concentrations that exceeds 4 inches in depth
NA 0 per pay unit
NA Rework NA
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
Suspend work until in compliance
Suspend work until in
SECTION 851 – LOG OUT, HAZARD AND OBSTRUCTION REMOVAL
851.01 Service Required
Remove logs, limbs, debris, fall and clear designated danger trees, and/or stabilize hazards and obstructions.
851.02 Performance Standard
Work is complete when logs, limbs, debris, designated danger trees and hazards have been removed or stabilized and when the road is passable by the intended traffic.
851.03 Location of Work
Any road listed on the attached road list.
851.04 Measurement:
A. Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.
851.05 Payment
A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 807 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.
851(1) Logging Out (ML 3-5) Mile 851(2) Logging Out (ML 2) Mile 851(3) Danger Tree Removal Mile 851(4) Danger Tree Removal Each 851(5) Hazard or Obstruction Removal Mile 851(6) Hazard or Obstruction Removal Each
851.06 Acceptable Quality Levels
Description Major Defect
Minor Defect
Allowable Defects Required Action 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 12 inches
Exceed Specified Height by less than 12 inches
0 per pay unit
2 per pay unit Rework if > 0 major defects *
Rework if > 2 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
0 per pay unit
0 per pay unit 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 2 per pay unit Rework Rework if > 2 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 0 per unit Rework Assess and Rework
Hazards that interfere with the use of the road (rocks, logs, etc)
(ML 3-5)
Unstable hazards that remain in the Clearing Limits
N/A 0 N/A Rework N/A
Hazards that interfere with the use of the road (rocks, logs, etc)
(ML 2)
Unstable hazards that remain within X distance of the Traveled way
N/A 0 N/A Rework N/A
Log Out Horizontal clearance -more than 20% not cleared to specified distance
Horizontal clearance
- 20% or less not cleared to specified distance
0 1 per pay unit Rework Rework if greater than 1 minor defects *
Description Major Defect
Minor Defect
Allowable Defects Required Action Major Minor Major Minor
Log Out Vertical clearance -more than 20% not cleared to specified distance
Vertical clearance - 20% or less not cleared to specified distance
0 1 per pay unit Rework Rework if greater than 1 minor defects *
Work Area Management Not following approved safety plan which may include signs, flaggers, and other temporary traffic control measures
N/A 0 0 Suspend work until in compliance
N/A
* 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.
861 – MAINTENANCE of CATTLEGUARDS, TRAFFIC GATES and BARRIERS, GUARDRAILS, and RETAINING WALLS
861.01 Service Required
Maintain cattle guards, traffic gates and barriers, guardrails, retaining walls and appurtenances. Remove traffic gates and barriers.
861.02 Performance Standard
A. Cattle guard maintenance is complete when: it is free of structural defects, the deck provides a smooth, stable, compact transition to the adjacent road surface, and presents no traffic or livestock hazards; the wings are functional and secured to the deck and post;
debris and other materials have been removed from the vault area to the full depth of the foundation over the entire width; and designated signs are in compliance with MUTCD and EM 7100-15 Standards for Forest Service Signs and Posters.
861.03 Location of Work
As specified on roads listed on the ROAD LISTING, SHOWN ON THE PLANS, or ordered by the
861.04 Measurement
861.05 Payment
A. The accepted quantities will be paid at the contract price per unit of measurement for the Section 861 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.
861(1) Maintain one-lane cattle guard Each
861.06 Acceptable Quality Levels
Metal Surfaces Exposed metal, rust, or oxidation, greater than 25% of surface
Exposed metal, rust, or oxidation, 25% or less of surface
0 1% per unit Paint or Coat Repair if > 1 minor defects *
Penetrated rust or oxidation that compromises structural integrity
Penetrated rust or oxidation that does not compromise structural integrity
0 0 Replace componen t
Paint or Coat and notify
Structural Integrity Major cracks, broken, decomposed, or missing components and fasteners.
Minor cracks, loose components and fasteners.
0 0 Replace componen t and/or fasteners
Repair component and/or fasteners
Alignment Greater than 10% deviation from original lines and grades, or non-functional.
10% or less deviation from original lines and grades.
0 1 per pay unit
Repair or replace
Repair if > 1 minor defects *
Vaults/drainage Greater than 20% of the vault below cattle guard is full or drainage is impeded.
20% or less of the vault below cattle guard is full and drainage is not impeded.
0 1 per pay unit
Clean Repair if > 1 minor defects *
Signs/Markers Missing, non-functional or non-readable
Bent or damaged, but still functional and readable
0 1 per pay unit
Repair or replace
Repair or replace if > 1 minor defects *
Debris produced by Service Provider operations.
Debris left on road or placed in drainage structures.
N/A 0 N/A Remove from road or drainage
N/A
Removed materials or pieces left on National Forest
Unserviceable posts, rails, or other materials left on National Forest
N/A 0 N/A Remove from National Forest
N/A
Materials and Methods
Does not conform to
AASHTO, ASTM,
AWPA, and MUTCD standards and does not meet or exceed the original materials used
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 Suspend work until in compliance
N/A
* 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.
872 SIGN MAINTENANCE
872.01 Service Required
Furnish, install, and maintain forest entrance, destination, route markers, and traffic signs.
872.02 Performance Standard
Sign Maintenance is complete when designated signs meet the quality standards of Forest Service Handbook EM 7100-15 - Sign and Poster Guidelines for the Forest Service, and installed according to the current edition of Forest Service Sign Installation Guide 6E62H99 – Sign Installation Field Guide, available at http://fsweb.wo.fs.fed.us/eng/programs/signs.htm
872.03 Location of Work
As specified on roads listed on the road listing, SHOWN ON THE PLANS, or as ordered by the Contracting Officer.
872.04 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. Mile: Work activity will be measured along the centerline of the road regardless of the number of lanes.
872.05 Payment
A. Payment will be made under:
872(1) Install or Replace Single Post and Sign, Each Government Furnished 872(2) Install or Replace Double Post and Sign, Each Government Furnished 872(3) Install or Replace Sign, Each Government Furnished http://fsweb.wo.fs.fed.us/eng/programs/signs.htm
872.06 Acceptable Quality Levels
Description Major Minor Allowable Defects 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
(ML3-5)
Not installed according to applicable standards (MUTCD)
Greater than 6” variance on sign height
0 1 Rework Rework
Installation (Other Roads)
Not installed according to applicable standards
Greater than 12” variance on sign height
1 1 Rework Rework
Maintenance
Not maintained according to applicable standards
N/A 0 N/A Rework 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 Suspend work until in
N/A
SECTION 881 – MOBILIZATION / EQUIPMENT MOVING
881.01 SERVICE REQUIRED:
A. Mobilization of personnel, equipment, and material to the project site.
B. Moving of equipment ordered by the Government outside the established work schedule as ordered.
881.02 PERFORMANCE STANDARD:
A. Mobilization is complete when 100% of the personnel, equipment, and materials necessary to complete the work have been moved to the project site.
B. Moving is complete when the contractor has moved from the present work site to the ordered work site and returned to the previous location.
881.03 LOCATION OF WORK:
Any road listed on the attached road list.
881.04 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. Mile: Work activity will be measured along the shortest feasible route to the nearest one
(1) mile, from the starting location on the move, to the ordered work site.
881.05 PAYMENT:
A. The accepted quantities will be paid at the contract price per unit of measurement for Section 881 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.
Pay Item Pay Unit 881(1) Lump Sum 881(2) Lump Sum 881(3) 881(4) 881(5)
Description Mobilization: < $10,000 Mobilization: >$10,000 to $25,000 Mobilization: >$25,000 to $50,000 Mobilization: >$50,000 Equipment Moving
Lump Sum Lump Sum Mile
881.06 Acceptable Quality Levels
Major Minor Major Minor
Weed free equipment
Equipment not weed free. N/A 0 N/A
Equipment rejected until it can be made weed free
N/A
Ordered Movement of Equipment
Equipment not moved within designated time
N/A 0 N/A
Reduce unit cost by 5% for 60 minutes of time over designated time
N/A
Equipment meets all state and federal regulations
Does not meet state and federal regulations
N/A 0 N/A
Bring equipment up to state and federal regulations or replace equipment
N/A
Equipment leaks
Equipment leaks in sensitive areas or leaks that are large and not typically inherent in the specific equipment
Small leaks inherent in the specific type equipment
0 N/A
Replace equipment and restore affected site as directed by the Contracting Officer
Place absorbent pads under equipment when not operating.
SUPPLEMENTAL PROJECT SPECIFICATION T-891-02F
WATER SUPPLY AND WATERING (03/08)
891.01 Description
This work consists of providing facilities to furnish an adequate water supply, hauling and applying water.
891.02 Materials
If the contractor elects to provide water from other than designated sources, the contractor is responsible to obtain the right to use the water, including any cost for royalties involved.
Suitable and adequate water sources designated available for contractor’s use under this contract are as follows:
NAME LOCATION USE RESTRICTIONS
Provided Per Order Availability and use of water sources is governed by the “Fremont-Winema National Forests Water Use and Drought Plan” (2006)
ADDITIONAL RESTRICTIONS
Pumping, damming or other activities that dewater any streams will not be allowed.
Maintain the following discharge rates on all streams:
A. Do not reduce flows to less than 50% of the flow occurring at the time of withdrawal; in no case will flows be reduced to less than 1.0 CFS (about 7.5 gallons/second).
B. The designated water sources may require some work prior to their use. Such work may include cleaning ponded areas, installing temporary weirs or sandbags, pipe repair, pump installation or other items appropriate to the contractor's operations. Flowing streams may be temporarily sandbagged or a weir placed to pond water, provided a minimum flow of 1.0 cu. ft/sec is maintained. Obtain approval on improvements for sandbags or weirs prior to placement
891.03 Equipment
A. The contractor shall utilize (1) one of the following methods of screening on draft hoses used to withdraw water from any live flowing stream.
(1) Perforated Plate: Screen openings shall not exceed 3/32 or 0.0938 inches (2.38-mm)
(2) Profile Bar Screen: The narrowest dimension in the screen openings shall not exceed
0.0689-inches (1.75-mm) in the narrowest direction.
(3) Woven Wire Screen: Screen openings shall not exceed 3/32 or 0.0938-inches (2.38-mm) in the narrow direction.
All methods shall be cleaned frequently with either wire brushing, flushing, or any other acceptable method.
B. An air gap or positive anti-siphon device shall be provided between the water source and the vehicle being loaded if the vehicle has been used for other than water haul, if the source is a domestic potable water supply, or the water is used for tank mixing with any other materials.
C. Positive control of water application is required. Equipment shall provide uniform application of water without ponding or washing.
891.04 Records and Reports
A. For each water source utilized, maintain a record of water use.
B. Each month, submit a report to the Forest Service documenting water use for each source. The report shall include the following information:
• Task Order Number and Contract Number
• Reporting Period
• Water Source
• Total Gallons Withdrawn
891.05 Payment
Water Supply and Watering MGAL (1000 gallons)
Specification List – Road Maintenance Services for Fremont-Winema National Forest
File details come from the government source that posted it. Updated .