1205K318R0007 _All BASE Attachments EXCEPT Drawings and Seed TOs.pdf

803 SNOW REMOVAL

803.01 Service Required

Remove snow from designated surfaces.

803.02 Performance Standard

Snow removal is complete when the surface is available and useable for all intended use, safe for the intended users, and will efficiently drain.

803.03 Location of Work

Location of work is as specified in the Schedule of Items or as ordered by the Contracting Officer.

803.04 Measurement

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in the Schedule of Items.

LUMP SUM: The complete unit as required by or described in the contract.

EACH: Per each item as described in the Schedule of Items.

SINGLE LANE MILE: Measured along the centerline of the roadway. Turnouts are considered incidental. Measurement will be to the nearest one-tenth (0.1) mile regardless of the number of passes required to complete the work.

DOUBLE LANE MILE: Measured along the centerline of the roadway. Measurement will be to the nearest one-tenth (0.1) mile regardless of the number of passes required to complete the work.

803.05 Payment

The accepted quantities will be paid at the contract price per unit of measurement for the Section 803 pay items listed in the schedule of items. Payment will be full compensation for the work prescribed in this Section.

Pay Item Pay Unit 803(1) Snow Removal LUMP SUM 803(2) Snow Removal EACH 803(3) Snow Removal SINGLE LANE MILE 803(4) Snow Removal DOUBLE LANE MILE

803.06 Acceptable Quality Levels

Description Major Defect Minor Defect Allowable Defects Required Action Major Minor Major Minor

Surface Damage

A loss of more than 10 CY/mile on aggregate surface roads or any damage on paved surfaces.

A loss of less than 10 CY/mile on aggregate surface roads or any damage on paved surfaces.

0 X Replace or recover lost material or repair damaged surface

Accept the loss of material or repair damaged surface

Drainage:

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 X Rework

Rework if greater than X minor defects

Remaining Snow depth

Exceed maximum depth by X inches for X feet of road and not to exceed X per mile

Exceed maximum depth by X inches for X feet of road and not to exceed X per mile

0 X Rework

Repair if greater than X minor defects

Backslopes

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

0 X Repair and Stabilize

Revegetate if greater than X minor defects

Overwidth Plowing Undefined edge of traveled way N/A 0 N/A Reshape as necessary N/A

Underwidth Plowing

Too narrow for intended use N/A 0 N/A Widen as necessary N/A

803.06

Damage to Structures and Appurtenances

Any Damage Any Damage 0 0 Repair or Replace Repair or Replace

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent.

N/A 0 N/A

Stop equipment operation until a fully trained, qualified, and competent operator is available. Repair any damage done by incompetent operator as directed by the Contracting Officer

N/A

Work Area Management

Management does not meet item 808 specifications

N/A 0 N/A Suspend work until in compliance N/A

807 EQUIPMENT RENTAL

807.01

Furnishing and operating equipment and providing laborers as needed.

807.02 Performance Standards

A. Equipment will be weed free before it used on National Forest System lands.

B. Make equipment available for inspection and approval by the Contracting Officer before it enters National Forest System lands.

C. Work under this item shall conform to all other applicable specifications of this contract including acceptable quality levels.

D. Designated and/or Service Provider disturbed soil areas are to be treated per section 841, Vegetation Treatment.

Unless otherwise directed by the CO mulch shall be the minimum treatment. Treatment is incidental to this section.

E. Furnish the equipment specified in the table below with appropriate attachments to complete the contract work:

Description Equivalent Minimum Size (Caterpillar Brand) Excavator 320 Backhoe 416 Grader 120 Crawler Tractor 5N Dump Truck 10 Cubic Yard Front End Loader 950 Laborer 18 Years of Age

807.03

807.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in

HOUR: Established hourly rate rounded to the nearest half (1/2) hour, that the equipment is in operation. Hours of operation shall be within the Service Provider’s regular work shift, unless otherwise directed in writing by the Contracting Officer.

807.05

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.

B. Non-operable equipment or equipment dependent on another piece of non-operable equipment will not be paid for.

C. Moving of equipment to and from work site will be paid at the established hourly rate.

807(1) Excavator HOUR 807(2) Backhoe HOUR 807(3) Grader HOUR 807(4) Crawler Tractor HOUR 807(5) Dump Truck HOUR 807(6) Front End Loader HOUR 807(7) Laborer HOUR

807.06

Weed free equipment

Equipment not weed free. N/A 0 N/A Equipment rejected until it is made weed free N/A

807.06

Maintenance of Equipment

Equipment not capable of operating at least 90% of the time

N/A 0 N/A Replace defective equipment 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.

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

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent.

N/A 0 N/A

Stop equipment operation until a fully trained, qualified, and competent operator is available. Repair any damage done by incompetent operator as directed by the Contracting Officer

N/A

Work Area Management

Management does not meet item 808 specifications

808 WORK AREA MANAGEMENT

808 WORK AREA MANAGEMENT

808.01

This Section establishes Contractor responsibilities for traffic control and equipment requirements in work areas.

808.02

A. Traffic Conditions - Unless otherwise provided in the contract, roads are to remain 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 that interferes with use of traveled roadways.

C. Traffic Control

1. Flaggers - Provide properly equipped, trained and Washington State 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.

2. Provide signs and other devices complying with National Standards as contained in 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.

3. Keep traffic devices current with maintenance operation and remove upon completion.

4. 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.

5. Required signs may be mounted on portable or temporary mountings. Use standard MUTCD shapes, colors, sizes, and legends.

6. 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.

7. Advisory speed plates may be used to control traffic through the work area.

D. Contractor's Equipment

1. 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. Backup horns are required on all self-propelled equipment in excess of 5 metric tons (5½ tons) gross weight.

2. 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

808.04

All work and materials are incidental to paid work in this contract.

808.05

No separate measurement or payment will be made for meeting requirements of this Section. All work and materials are incidental to paid work in this contract.

811 SURFACE MAINTENANCE

811.01

Smooth, reshape, or recondition native or aggregate surfaced roads including traveled ways, shoulders, turnouts, waterbars and drain dips, and intersections.

811.02

A. Surface Maintenance Level 4 and 5 Roads

A road surface is maintained to standard when:

1. The travel way is free of debris including up to 8 inch diameter trees, washboards, potholes, or other irregularities.

2. Potholes are to be scarified, moisture content adjusted, material blade mixed with adjacent road material, and recompacted.

3. The surface is smooth, compact, crowned or sloped to drain, without segregation of the surfacing materials.

4. Suitable materials have been recovered and incorporated.

5. Unsuitable materials have been removed.

6. Windrow berms created from roadway grading are to be removed from the roadway, shoulders, and roadside ditches.

7. Road surface drainage, including waterbars and drain dips, functions efficiently.

8. Unpaved shoulders are shaped to provide a smooth transition from the paved surface and drain efficiently.

B. Surface Maintenance Level 3 Roads

1. The surface is compact, crowned, or sloped to drain, without segregation of the surfacing materials.

2. The road surface has no debris, ruts or rills.

3. Suitable materials have been recovered and incorporated.

4. Unsuitable materials have been removed.

5. Windrow berms created from roadway grading are to be removed from the roadway, shoulders, and roadside ditches.

6. Road surface drainage, including waterbars and drain dips, functions efficiently.

C. Surface Maintenance Level 2 Roads

1. The surface is shaped to drain.

2. The road surface has no debris, continuous ruts, or rills.

3. No large concentrations of unsuitable materials remain.

4. Windrow berms created from roadway grading are to be removed from the roadway, shoulders, and roadside ditches.

5. Road surface drainage, including waterbars and drain dips, functions efficiently.

D. All Roads

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. Waterbar and Drain Dips are incidental to Surface Maintenance bid items. Water is incidental to this bid item.

811.03

811.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in

SINGLE LANE MILE: Measured along the centerline of the roadway. Turnouts are incidental. Measurement will be to the nearest one-tenth (0.1) mile regardless of the number of passes required to complete the work.

DOUBLE LANE MILE: Measured along the centerline of the roadway. Measurement will be to the nearest one-tenth (0.1) mile regardless of the number of passes required to complete the work.

ROAD MILE: Work activity will be measured along the centerline of the road regardless of the number of lanes or number of passes required to complete the work.

811.05

The accepted quantities will be paid at the contract price per unit of measurement for the Section 811 pay items listed in

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 DOUBLE LANE MILE 811(5) Surface Maintenance Level 2 roads SINGLE LANE MILE 811(6) Surface Maintenance Level 2 roads DOUBLE LANE MILE 811(9) Shoulder Maintenance ROAD MILE 811(10) Turnout Maintenance ROAD MILE 811(11) Turnout Maintenance EACH 811(12) Intersection Maintenance EACH

811.06

Surface Irregularities (Level 4&5)

Potholes greater than 2” deep and wider than 1’

Potholes 2” or less deep and 1’ or less wide

0 0 Rework if allowable is exceeded

Rework if allowable is exceeded

Washboards greater than 1” deep

Washboards 1” or less deep and not exceeding 20’ long

0 0 Rework if allowable is exceeded

Rework if allowable is exceeded

Surface Irregularities (Level 3)

Potholes greater than 2" deep and wider than 1’

Potholes 2” or less deep and 1’ or less wide

0 0 Rework if allowable is exceeded

Rework if allowable is exceeded

Washboards greater than 1" deep

Washboards less than 1” deep and not exceeding 20’ long

0 0 Rework if allowable is exceeded

Rework if allowable is exceeded

Road Cross Section (Level 4&5)

Crown or Cross Slope is not uniform and does not drain as specified

Crown or Cross Slope is not uniform and does not drain as specified on less than 250' of surface per mile

0 0 Rework Rework if allowable is exceeded

Road Cross Section (Level 3)

Crown or Cross Slope is not uniform and does not drain as specified

Crown or Cross Slope is not uniform and does not drain as specified on less than 250' of surface per mile

0 0 Rework Rework if allowable is exceeded

Road Cross Section (Level 2)

Crown or Cross Slope is not uniform and does not drain as specified

Road surface does not drain properly, but does not cause erosion

0 0 Rework Rework if allowable is exceeded

Oversized Veg.

Material (Level 4&5)

Material greater than 3" diameter remaining on the road surface or has the potential to move into drainages

Material 1” – 3” in diameter remaining on the road surface

0 0 Rework Rework if allowable is exceeded

Oversized Veg.

Material (Level 3)

Material greater than 3" diameter remaining on the road surface or has the potential to move into drainages

Material 1” – 3” in diameter remaining on the road surface

0 0 Rework Rework if allowable is exceeded

Oversized Veg.

Material (Level 2)

Material greater than 3" diameter remaining on the road surface or has the potential to move into drainages

Material 1” – 3” in diameter remaining on the road surface

0 0 Rework Rework if allowable is exceeded

811.06

Debris on Road (Level 4-5)

Debris in the treatment area N/A 0 N/A Remove from road or drainage N/A

Debris on Road (Level 3)

Debris in the treatment area that may impede traffic.

N/A 0 N/A Remove from road or drainage N/A

Debris on Road (Level 2)

Debris in the treatment area y that impede high clearance vehicles

N/A 0 N/A Remove from road or drainage N/A

Aggregate Surface Quality

A loss of more than 10 CY/mile

A loss of less than 10 CY/mile 0 0

Retrain or replace operator if allowable is exceeded

Replace or recover lost material

Surfacing is segregated over more than a 100 square yard area per 1000 linear feet of road and traffic safety is compromised

N/A 0 N/A Rework N/A

Backslope Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

0 0 Repair and Stabilize Revegetate if allowable is exceeded

Compaction

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 due to service provider operations

Less than 20% impeded, but water will stay in the channel

0 0 Rework Rework if allowable is exceeded

Unpaved Shoulders (Level 3, 4, & 5)

Elevation difference between traveled way and shoulder is greater than 1"

Elevation difference between traveled way and shoulder is less than 1"

0 0 Rework Rework if allowable is exceeded

Does not drain away from traveled way N/A 0 N/A Rework N/A

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

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent.

N/A 0 N/A

Stop operation until a fully trained, qualified, and competent operator is available.

Repair any damage done by incompetent operator as directed by the Contracting Officer

N/A

Work Area Management

Management does not meet item 808 specifications

812 SURFACE STABILIZATION

812 SURFACE STABILIZATION

812.01

Stabilize surfaces and control dust.

812.02

Surface Stabilization is complete when the surface remains stable and dust does not become airborne for the designated time period designated in the road listing.

812.03

812.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in

SINGLE LANE MILE: Measured along the centerline of the roadway. Turnouts are considered incidental. Measurement will be to the nearest one-tenth (0.1) mile regardless of the number of passes required to complete the work.

DOUBLE LANE MILE: Measured along the centerline of the roadway. Measurement will be to the nearest one-tenth (0.1) mile regardless of the number of passes required to complete the work.

SQUARE YARD: Measure the square yard width horizontally to include the top of aggregate width including designed widening. Measure the square yard length horizontally along the centerline of the roadway.

812.05

The accepted quantities will be paid at the contract price per unit of measurement for the Section 812 pay items listed in

812(1) Surface Stabilization SINGLE LANE MILE 812(2) Surface Stabilization DOUBLE LANE MILE 812(3) Surface Stabilization SQUARE YARD 812(4) Surface Stabilization LUMP SUM

812.06

Application

Failure to stabilize material for designated time period over continuous sections of road

Failure to stabilize material over X length or area of road.

0 X Rework Rework if allowable is exceeded

Application rates are more than X % higher or lower than manufacturers recommendation

Application rates are less than X % higher or lower than manufacturers recommendation

0 X Rework Rework if allowable is exceeded

Loss of product off treatment surface

Product runs off surface and has potential to enter stream

Product runs off surface but no potential to enter stream

0 0 Contain and remove

Contain and stabilize

Compliance with laws/regulations Any non-compliance Any non-compliance 0 0

Suspend work until in compliance

Suspend work until in compliance

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

813 SPOT SURFACING

813.01

Load, haul, and place surface material to repair or stabilize road surfaces.

813.02

A. Spot surfacing is complete when the designated quantity of the ordered material has been placed.

B. All material (e.g., soil, gravel, sand, borrow, aggregate, etc.) transported onto National Forest System land or incorporated into the work will be certified weed-free. The materials shall meet the requirements of the NAWMA certification standards for weed free certification. The Contracting Officer will require written documentation of the certification to determine the weed status of any and all materials furnished by the contractor.

C. Place material by end dumping to the minimum depth needed for operation of spreading equipment.

Adjust the moisture content of the material to obtain a mass that will not visibly deflect under the load of the hauling and spreading equipment. Water is incidental to this bid item. Operate spreading and hauling equipment over the full width of each layer until there is no visible evidence of further consolidation or, if when a sheepsfoot roller is used, the roller “walks out” of the layer. Make at least three complete passes.

D. Work done in traveled way, shoulders, turnouts, intersections, ditches, waterbars, and cross ditches shall conform to section 811.

E. Designated and/or Service Provider disturbed soil areas are to be treated per section 841, Vegetation Treatment. Unless otherwise directed by the CO mulch shall be the minimum treatment. Treatment is incidental to this section.

F. Materials shall conform to the following requirements. A COMPARABLE LOCAL AGENCY GRADATION

MAY BE SUBMITTED TO THE CO FOR ACCEPTANCE:

Crushed Spot Surface Aggregate:

Percent by Mass Passing Designated Sieve (AASHTO T 27 and T 11)

Sieve Size Grading Designation F G H S T U

1 1/2 inch 100 100 1 inch 97-100 100 72 – 92 (6) 100 3/4 inch 76-89 (6) 97 - 100 97 - 100 100 1/2 inch 71 – 91 (6) 3/8 inch 56-68 (6) 70 – 80 (6) 80 – 92 (6) 51 – 71 (6) 71 – 90 (6) No. 4 43-53 (7) 51 – 63 (7) 58 – 70 (7) 36 – 53 (7) 43 – 60 (7) 50 – 68 (7) No. 8 26 – 40 (6) 30 – 46 (6) 34 – 51 (6) No. 16 23-32 (6) 28 – 39 (6) 28 – 40 (6) No. 40 15-23 (5) 19 – 27 (5) 16 – 26 (5) 14 – 25 (5) 16 – 28 (5) 19 – 30 (5)

No. 200 10.0-

16.0 (4)

10.0 –

16.0 (4)

9.0 –

14.0 (4)

8.0 –

15.0 (4)

8.0 –

15.0 (4)

8.0 –

15.0 (4)

813.03

Location of work is as specified in the Schedule of Items or as ordered by the Contracting Officer and;

813.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in

CUBIC YARD: Material quantities will be the number of cubic yards measured in place. Submit scale tickets for any material from CO approved commercial source. Weight slips shall be signed by the scale operator or signed by the service provider if the slip is electronically produced.

SQUARE YARD: Measure the square yard width horizontally to include the top of aggregate width including designed widening. Measure the square yard length horizontally along the centerline of the roadway.

813.05

The accepted quantities will be paid at the contract price per unit of measurement for the Section 813 pay items listed in

813(1) Spot Surfacing, Gradation X CUBIC YARD 813(2) Spot Surfacing, Gradation X SQUARE YARD

813.06

Description Major Defect Minor Defect

Allowable Defects Required Action 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.

N/A 0 N/A

If depth is low, correct placement of aggregate to specified dimensions. If depth is high only pay for ordered amount

N/A

Width of Aggregate

Dimension of spot surfacing is less than specified width or more than 1' wider than specified.

N/A 0 N/A

If width is narrow, correct placement of aggregate to specified dimensions. If width is too wide reshape.

N/A

Length

Dimension of spot surfacing is shorter than specified length or more than 100' longer than specified.

N/A 0 N/A

If length is shorter than specified, correct placement of aggregate to specified dimensions. If too long pay only for ordered amount.

N/A

Compaction Displacement occurs under hauling or 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

N/A 0 N/A Reject and replace N/A

Material source does not meet weed free requirement N/A 0 N/A Reject source

N/A Spot surfacing doesn’t conform to the adjacent road segments and traffic is impeded.

N/A 0 N/A Reshape or recompact surfacing as needed. N/A

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent. N/A 0 N/A

Stop equipment operation until a fully trained, qualified, and competent operator is available. Repair any damage done by incompetent operator as directed by the Contracting Officer

N/A

Work Area Management

Management does not meet item 808 specifications N/A 0 N/A Suspend work until in

814 ASPHALT SURFACE MAINTENANCE

814.01

Repair and cleaning of pavement surfaces.

814.02

This work is complete when the pavement is clean and free of cracks, potholes, and surface irregularities.

Follow industry standards as outlined in the Asphalt Institute Manual Series Number 16.

814.03

Location of work is as specified in the Schedule of Items or as ordered by the Contracting Officer.

814.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in

SINGLE LANE MILE: Measured along the centerline of the roadway. Turnouts are incidental. Measurement will be to the nearest one-tenth (0.1) mile regardless of the number of passes required to complete the work.

DOUBLE LANE MILE: Measured along the centerline of the roadway. Measurement will be to the nearest one-tenth (0.1) mile regardless of the number of passes required to complete the work.

ROAD MILE: Work activity will be measured along the centerline of the road regardless of the number of lanes or number of passes required to complete the work.

TON: Material measured by the ton shall be verified by certified weight tickets.

LINEAR FOOT: Work activity by the linear foot will be measured using standard survey methods rounded to the nearest one (1) foot.

814.05

The accepted quantities will be paid at the contract price per unit of measurement for the Section 814 pay items listed in

814(1) Pothole Patching TON 814(2) Skin Patching TON 814(3) Crack Sealing LINEAR FOOT 814(4) Crack Sealing ROAD MILE 814(5) Paved Surface Cleaning SINGLE LANE MILE 814(6) Paved Surface Cleaning DOUBLE LANE MILE 814(7) Paved Surface Cleaning LUMP SUM

814.06

Pothole Patching

Finished elevation does not match adjoining segments by more than 1/4 inch

N/A 0 N/A Rework N/A

Patched material does not properly adhere to adjacent surfaces

N/A 0 N/A Rework N/A

Area to be patched is not properly prepared N/A 0 N/A Rework N/A

Skin Patching

Finished skin patch does not make smooth transition with adjoining pavement.

N/A 0 N/A Rework N/A

Patched material does not properly adhere to adjacent surfaces

N/A 0 N/A Rework N/A

Area to be patched is not properly prepared N/A 0 N/A Rework N/A

Crack Sealing

Crack Sealant does not completely fill the cracks greater than 1/4 inch

Crack Sealant does not completely fill the cracks 1/4 inch or less

0 X Rework Rework if allowable is exceeded

Crack sealant does not properly adhere to adjacent surfaces

N/A 0 N/A Rework N/A

Area to be sealed is not properly prepared N/A 0 N/A Rework N/A

Surface Cleaning

More than 5% of surface is not cleaned as specified

Less than X % of surface is not cleaned as specified

0 X Rework Rework if allowable is exceeded

Asphalt Quality Product and gradation does not meet Specifications.

N/A 0 N/A Reject and replace N/A

Work Area Management

Management does not meet item 808 specifications

N/A 0 N/A Suspend work until in compliance

N/A

832 LOAD, HAUL, AND PLACE MATERIALS

832.01

Load, haul, and place Commercial or Government material to designated sites.

832.02

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 per specification 841 as ordered by the Contracting Officer.

A. All material (e.g., soil, gravel, sand, borrow, aggregate, etc.) transported onto National Forest System land or incorporated into the work will be certified weed-free. The materials shall meet the requirements of the NAWMA certification standards for weed free certification. The Contracting Officer will require written documentation of the certification to determine the weed status of any and all materials furnished by the contractor.

B. Place material by end dumping to the minimum depth needed for operation of spreading equipment.

Adjust the moisture content of the material to obtain a mass that will not visibly deflect under the load of the hauling and spreading equipment. Water is incidental to this bid item. Operate spreading and hauling equipment over the full width of each layer until there is no visible evidence of further consolidation or, if when a sheepsfoot roller is used, the roller “walks out” of the layer. Make at least three complete passes.

C. Work done in traveled way, shoulders, turnouts, intersections, ditches, waterbars, and cross ditches shall conform to section 811.

D. Designated and/or Service Provider disturbed soil areas are to be treated per section 841, Vegetation Treatment. Unless otherwise directed by the CO mulch shall be the minimum treatment. Treatment is incidental to this section.

E. Compaction: Place material by end dumping to the minimum depth needed for operation of spreading equipment. Adjust the moisture content of the material to obtain a mass that will not visibly deflect under the load of the hauling and spreading equipment. Operate compaction equipment over the full width of each layer until there is no visible evidence of further consolidation or, if when a sheepsfoot roller is used, the roller "walks out" of the layer. Make at least three complete passes.

F. Materials shall conform to the following requirements. A CURRENT COMPARABLE LOCAL AGENCY

CERTIFIED GRADATION MAY BE SUBMITTED TO THE CO FOR ACCEPTANCE.

1. Embankment Material (Select Borrow):

Sieve Size Percent by Mass Passing Designated Sieve

(AASHTO T 27 & T 11)

3 inch 100 1 inch 70-100 No. 4 30-70 No. 200 0-5

2. Base Aggregate:

Sieve Size Percent of Mass Passing Designated Sieve (AASHTO T27 & T11)

2 ½ inch 100 2 inch 97-100 1 inch 65-79 (6) ½ inch 45-59 (7) No. 4 28-42 (6) No. 40 9-17 (4) No. 200 4-8 (3)

() The value in the parentheses is the allowable deviation (±) from the target values.

3. Crushed Surface Aggregate:

Sieve Size Percent of Mass Passing Designated Sieve (AASHTO T27 & T11)

1 ½ inch 100 1 inch 97 – 100 ¾ inch 76 – 89 (6) 3/8 inch 56 – 68 (6) No. 4 43 – 53 (7) No. 16 23 – 32 (6) No. 40 15 – 23 (5) No. 200 10 – 16 (4)

() The value in the parentheses is the allowable deviation (±) from the target values.

If the plasticity index (PI) is greater than 0, the TV range for the No. 200 sieve size is 8-12 (4).

4. Riprap Material:

Class Percent of Rock by Mass Mass (pounds) Approximate Cubic

Dimension (inches) (2)(3)

20 22 to 33 6 to 8 30 11 to 22 5 to 6 40 1 to 11 2 to 5 10a 0 to 1 0 to 2

30 22 to 55 6 to 8 40 2 to 22 3 to 6 10a 0 to 2 0 to 3

20 220 to 330 14 to 16 30 110 to 220 10 to 14 40 11 to 110 5 to10 10a 0 to 11 0 to 5

20 550 to 770 18 to 20 30 220 to 570 14 to 18 40 22 to 220 6 to 14 10a 0 to 22 0 to 6

4a

20 770 to1353 20 to 24 30 330 to 770 16 to 20 40 33 to 330 7 to16 10a 0 to 33 0 to 7

20 1540 to 2200 26 to 28 30 1100 to 1540 20 to 26 40 55 to 1100 8 to 20 10a 0 to 55 0 to 8

20 1870 to 3520 28 to 34 30 1100 to 1870 22 to 28 40 110 to 1100 10 to 22 10a 0 to 110 0 to 10

20 4400 to 5940 35 to 39 30 2200 to 4400 28 to 35 40 220 to 2200 14 to 28 10a 0 to 220 0 to 14

20 7000 to 10000 42 to 47 30 4000 to 7000 35 to 42 40 400 to 4000 16 to 35 10a 0 to 400 0 to 16

(1) Furnish spalls and rock fragments graded to provide a stable dense mass.

(2) The volume of a rock with these cubic dimensions has a mass approximately equal to the specified rock mass.

(3) Furnish rock with breadth and thickness at least 1/3 its length.

832.03

832.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in the Schedule of Items. Material excavated when benching for embankments is incidental.

CUBIC YARD: Government material quantities will be the number of cubic yards measured in place. Commercial quantities will be verified from weight slips from the source using a conversion determined by the Contracting Officer.

Weight slips shall be signed by the scale operator or signed by the service provider if the slip is electronically produced.

ROAD MILE: Work activity will be measured along the centerline of the road regardless of the number of lanes or number

832.05

The accepted quantities will be paid at the contract price per unit of measurement for the Section 832 pay items listed in

832(1) Load, Haul, and Place Material, Commercial Source (0-5 Miles) CUBIC YARD 832(2) Load, Haul, and Place Material, Commercial Source (6-10 Miles) CUBIC YARD 832(3) Load, Haul, and Place Material, Commercial Source (11-20 Miles) CUBIC YARD 832(4) Load, Haul, and Place Material, Commercial Source (More Than 20 Miles) CUBIC YARD 832(5) Load, Haul, and Place Material, Government Source (0-5 Miles) CUBIC YARD 832(6) Load, Haul, and Place Material, Government Source (6-10 Miles) CUBIC YARD 832(7) Load, Haul, and Place Material, Government Source (11-20 Miles) CUBIC YARD 832(8) Load, Haul, and Place Material, Government Source (More Than 20 Miles) CUBIC YARD 832(9) Load, Haul, and Place Material, Commercial Source ROAD MILE 832(10) Load, Haul, and Place Material, Commercial Source LUMP SUM 832(11) Load, Haul, and Place Material, Government Source ROAD MILE 832(12) Load, Haul, and Place Material, Government Source LUMP SUM

832.06

Slopes Unstable material left on slopes N/A 0 N/A Remove or stabilize N/A

Backslope

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

0 0 Repair and Stabilize

Revegetate if allowable is exceeded

Ditch or channel flow impeded

Impeded flow or water diverted out of drainage way

N/A 0 N/A Rework N/A

Compaction

Displacement occurs under hauling or spreading equipment.

N/A 0 N/A Rework N/A

Debris on Road (Level 4-5)

Debris in the treatment area N/A 0 N/A Remove from road or drainage N/A

Debris on Road (Level 3)

Debris that may impede traffic. N/A 0 N/A Remove from road or drainage N/A

Debris on Road (Level 2)

Debris impedes high clearance vehicles

N/A 0 N/A Remove from road or drainage N/A

Revegetation No revegetation work done

Less than 10% work incomplete 0 0 Rework

Rework if allowable is

832.06

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent.

N/A 0 N/A

Stop equipment operation until a fully trained, qualified, and competent operator is available. Repair any damage done by incompetent operator.

N/A

Work Area Management

Does not meet item 808 specifications

833 DRAINAGE STRUCTURE INSTALLATION OR REMOVAL

833.01

Furnish, install, remove, or replace drainage structures including culverts, water-bars, and drivable cross ditches. Remove replaced culvert from Forest Service lands. Materials are contractor provided unless specified in the SOI.

833.02

A. Drainage structure installation is complete when culverts, water-bars, and drivable cross ditches have been installed to the lines and grades specified by the Contracting Officer and to the manufacturers recommendations where applicable.

B. Provide water for compaction, as needed or as determined by the CO. See Drawing 833-1 through 833-4.

C. Compacted backfill material shall be deposited and compacted alternately on opposite sides of the pipe.

D. Vibratory compact for granular material or sheepsfoot compact for clayey material, for compacted backfill, until no displacement is visible.

E. “Shotgun” installation of culverts is not permitted e.g., culvert outlets shall not extend beyond fill slope or rip rap by more than 6” at the bottom of the pipe. Contractor must cut culvert to length and treat ends per manufacturer’s specifications.

F. Contractor shall provide a written request to the Contracting Officer for authorization to change culvert alignment or grade.

G. When excavation is complete obtain written approval of the foundation before pipe placement.

H. Culverts that are not designated to be installed to existing alignment and grade shall be staked by the

Contracting Officer.

I. Riprap aprons are incidental to this item when specified in the contract, see Drawing 833-2.

J. Designated and/or Service Provider disturbed soil areas are to be treated per section 841, Vegetation

Treatment. Unless otherwise directed by the CO mulch shall be the minimum treatment. Treatment is incidental to this section.

K. Drainage structure removal is complete when designated culverts are removed from the forest, water-bars and cross ditches have been removed, ground is contoured according to the contracting officer, vegetation is re-established according to item 841, and excess materials have been properly disposed of.

L. Dewatering is required for active channels and is incidental to this bid item.

833.03

833.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in

ROAD MILE: Work activity will be measured along the centerline of the road regardless of the number of lanes or number

LINEAR FOOT: Work activities by the linear foot will be measured using standard survey methods rounded to the nearest one (1) foot. Culvert bands are incidental to the installation.

EACH: Per each item as described in the Schedule of Items.

833.05

The accepted quantities will be paid at the contract price per unit of measurement for the Section 833 pay items listed in

833(1) Install X Inch Corrugated (Steel or Aluminum) Pipe (0.064 Inch Thickness for Steel, 0.060 Inch Thickness for Aluminum, and Dual Wall for Plastic)

LINEAR FOOT

833(2) Replace Existing pipe with X Inch Corrugated (Steel or Aluminum) Pipe (0.064 Inch Thickness for Steel, 0.060 Inch Thickness for Aluminum, and Dual Wall for Plastic)

LINEAR FOOT

833(3) Install Waterbar EACH 833(4) Install Waterbar LINEAR FOOT 833(5) Install Waterbar ROAD MILE 833(6) Install Drivable Cross Ditch EACH 833(7) Install Drivable Cross Ditch LINEAR FOOT 833(8) Install Drivable Cross Ditch ROAD MILE 833(9) Remove Waterbar EACH 833(10) Remove Waterbar LINEAR FOOT 833(11) Remove Waterbar ROAD MILE 833(12) Remove Drivable Cross Ditch EACH 833(13) Remove Drivable Cross Ditch LINEAR FOOT 833(14) Remove Drivable Cross Ditch ROAD MILE 833(15) Remove Culvert EACH

833.06

Culvert size and material

Culvert is smaller than the specified diameter

Culvert is larger than the specified diameter

0 0 Remove culvert and replace with designated size

Accept if culvert fits the geometry of the road but pay at designated size otherwise replace

Culvert is shorter than the specified length

Culvert is longer than the specified length

0 0 Replace or add section to fit geometry of road.

Remove excess culvert and treat cut end, but pay at specified length

Culvert material is not as specified N/A 0 N/A

Remove culvert and replace with designated material

N/A

Culvert Installation

More than 10% deviation from designated alignment or grade.

10% or less deviation from designated alignment or grade.

0 0 Rework Rework if allowable is exceeded

Culvert not installed to manufacturers recommendations

N/A 0 N/A Rework N/A

Sag or depression in road after placement of culvert and backfill material

Greater than 2” depression in traveled way

2” or less depression in traveled way

0 0

Furnish, place and compact designated material to repair depression.

Rework if allowable is exceeded

Removed culvert or pieces left on National Forest System Lands

Culverts or pieces of culvert left on National Forest System Lands

N/A 0 N/A Remove from National Forest System Lands N/A

Waterbars and Drivable Cross Ditches

More than 10% deviation from designated alignment or grade.

10% or less deviation from designated alignment or grade.

0 0 Rework Rework if allowable is exceeded

Backfill/ Foundation Material

Material does not meets specification N/A 0 N/A

Furnish, place and compact designated material.

N/A

Pipe Backfill Compaction

Backfill material not compacted in required lifts

N/A 0 N/A Rework N/A

Finish Grading Not contoured as specified N/A 0 N/A Rework N/A

Slopes Unstable material left on slopes N/A 0 N/A Remove or stabilize N/A

Sedimentation Operations cause or allow sediment to leave site.

N/A 0 N/A Cease operations until sediment is controlled N/A

Re-vegetation Work not done to 841 specification N/A 0 N/A Rework N/A

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent.

N/A 0 N/A

Stop equipment operation until a fully trained, qualified, and competent operator is available. Repair any damage done by incompetent operator as directed by the Contracting Officer

N/A

Work Area Management

Management does not meet item 808 specifications

834 ROADWAY DRAINAGE SYSTEM MAINTENANCE

834.01

Clean and recondition roadway drainage system including culverts, ditches, inlet and outlet channels, catch basins, drain dips and waterbars, their appurtenances, and other structures not excluded in this specification.

834.02

G. Drainage system maintenance is complete when no obstructions remain in the structure, ditch slopes, or defined area adjacent to the structure, 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. Obstructions include, but are not limited to, soil, boulders, 8” DBH or smaller trees, stumps, and other woody/vegetative debris. Equipment operation in live streams or hydraulic flushing of drainage structures is not permitted. See Drawings 834-1 and 834-2.

H. Cleaning and reconditioning of ditches shall extend into adjacent drainage structures to ensure drainage when other structure reconditioning is not included.

I. Reconditioning may include furnishing g and placing materials, such as rock, by hand or mechanical means to complete work as needed.

J. Work performed shall not impede drainage performance of systems included or not included in this specification.

K. Designated and/or Service Provider disturbed soil areas are to be treated per section 841, Vegetation Treatment. Unless otherwise directed by the CO mulch shall be the minimum treatment. Treatment is incidental to this section.

L. 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.

M. Dewatering is required for active channels and is incidental to this bid item.

834.03

Location of work is as specified in the Schedule of Items or as ordered by the Contracting Officer and;

A. A minimum internal distance of 3 feet from the inlet and outlet ends of all enclosed structures such as culverts.

B. Culvert recondition includes a minimum external horizontal distance of 15 feet in any direction from the inlet and outlet end of a structure and includes ditchlines and cut/ fill slopes unless otherwise designated.

C. This work does not include bridges or cattleguards.

D. Do not operate in the weed infested areas marked on the ground unless ordered to do so by the Contracting Officer.

834.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in

ROAD MILE: Work activity will be measured along the centerline of the road regardless of the number of lanes or number of passes required to complete the work.

LINEAR FOOT: Work activity by the linear foot will be measured using standard survey methods rounded to the nearest

834.05

The accepted quantities will be paid at the contract price per unit of measurement for the Section 834 pay items listed in

834(1) Clean and Recondition Culverts 24 inch Diameter and under EACH 834(2) Clean and Recondition Culverts Over 24 inch through 48 inch Diameter EACH 834(3) Clean and Recondition Culverts Over 48 inch Diameter EACH 834(4) Clean and Recondition Other Defined Drainage Structures EACH 834(5) Clean and Recondition Other Defined Drainage Structures ROAD MILE 834(6) Clean and Recondition Ditches ROAD MILE 834(7) Clean and Recondition Ditches LINEAR FOOT

834.06

Blocked Culverts Greater than 10 % of end area blocked

10% or less of end area blocked 0 0 Rework

Rework if allowable is exceeded

Damaged Culvert Inlet/outlets

Greater than 20 % of end area blocked

20% or less of end area blocked 0 0 Rework

Rework if allowable is exceeded

Impeded flow for ditches, inlet/outlet channels, and catch basins

Impeded flow or water diverted out of drainage way

Less than 20% impeded, but water will stay in the channel.

0 0 Rework Rework if allowable is exceeded

Debris on Road produced by service provider operations (Level 4-5)

Debris in the treatment area N/A 0 N/A Remove from road or drainage N/A

Debris on Road produced by service provider operations (Level 3)

Debris in the treatment area that may impede traffic.

Debris in traveled way that may slow traffic.

0 0 Remove from road or drainage

Remove if allowable is exceeded

Debris on Road produced by service provider operations (Level 2)

Debris in the treatment area that impede high clearance vehicles

Debris in traveled way that may impede high clearance vehicles

0 0 Remove from road or drainage

Remove if allowable is exceeded

Slopes Unstable material left on slopes N/A 0 N/A Remove or stabilize N/A

Backslope

Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

0 0 Repair and Revegetate Revegetate if allowable is exceeded

Vegetation

Vegetation within defined area of drainage structures

N/A 0 N/A Remove N/A

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent.

N/A 0 N/A

Stop equipment operation until a fully trained, qualified, and competent operator is available. Repair any damage done by incompetent operator as directed by the Contracting Officer

N/A

Work Area Management

Management does not meet item 808 specifications

N/A 0 N/A Suspend work until in compliance N/A

Working outside project limits

Area contains invasive weeds N/A 0 N/A

Repair and treat affected areas as directed by the Contracting Officer

N/A

841 VEGETATION TREATMENT

841.01

Apply vegetative treatments including Government provided seed, certified weed free mulch, fertilizer, or other products in designated areas.

841.02

A. Treatment is complete when ordered quantities of vegetative treatment products have been applied to designated and/or Service Provider disturbed soil areas.

B. Mulch shall be Washington Wilderness Hay & Mulch Management certified weed free. A list of providers is available at http://agr.wa.gov/PlantsInsects/WWHAM/docs/WWHAMCertifiedGrowers.pdf

C. When ordered, fertilizer applied in the summer/ fall shall be slow release, 50-70% release in the first year, such as Biosol or approved equal, with a nitrogen application rate of 32 pounds per acre.

841.03

Location of work is as specified in the Schedule of Items, shown on the plans, or as ordered by the Contracting Officer.

841.04

Measurement under this Section will be made by the total number of units for each completed and accepted item listed in

ACRE: Work activity will be measured to the nearest one-tenth (0.1) acre.

841.05

The accepted quantities will be paid at the contract price per unit of measurement for the Section 841 pay items listed in

841(1) Seed Treatment ACRE 841(2) Seed Treatment LUMP SUM 841(3) Mulch Treatment ACRE 841(4) Mulch Treatment LUMP SUM 841(5) Fertilizer Treatment ACRE 841(6) Fertilizer Treatment LUMP SUM 841(7) Seed and Mulch Treatment ACRE 841(8) Seed and Mulch Treatment LUMP SUM

841.06

Description Major Defect Minor Defect Allowable Defects Required Action Major Minor Major Minor

Seed Mix Seed mix does not meet specification N/A 0 N/A Reject and replace N/A

Mulch Mulch does not meet specification N/A 0 N/A Reject and replace N/A

Fertilizer Fertilizer does not meet specification N/A 0 N/A Reject and replace N/A

Weed prevention

Does not conform to Federal, State, and Local seed and noxious weed acts and laws.

N/A 0 N/A Reject and replace N/A

Application More than 10% of the designated area is not treated

10% or less of the designated area is not treated

0 0 Rework Rework if allowable is http://agr.wa.gov/PlantsInsects/WWHAM/docs/WWHAMCertifiedGrowers.pdf

841.06

Major Minor Major Minor

Equipment will be operated by a fully trained, qualified, and competent operator at all times.

Operator not fully trained, qualified, and competent.

N/A 0 N/A

Stop equipment operation until a fully trained, qualified, and competent operator is available.

Repair any damage done by incompetent operator as directed by the Contracting Officer

N/A

Work Area Management

Management does not meet item 808 specifications

842 ROADWAY VEGETATION MAINTENANCE

842.01

Remove vegetation on the traveled way, shoulder, ditch line, turnouts, and slopes. This work includes previously downed material, live or dead material, and trees/vegetation up to 8 inch diameter breast height.

842.02

Roadway vegetation maintenance is complete when the vegetation has been removed from the designated treatment area to the Contracting Officer designated waste site. Mechanized and/or hand tools may be required to complete work.

See Drawing 842-1.

A. Maintenance Level 4 and 5 roads:

1. The treatment area includes the road bed measured from traveled way center line to bottom of ditch / or defined road edge, plus an additional 12 feet on each side.

2. If there is no defined road edge, or a ditch does not exist, the treated area is 24 feet from both sides of center line of the road.

B. Maintenance Level 3 roads:

1. The treatment area includes the road bed measured from traveled way center line to bottom of ditch / or defined road edge, plus an additional 8 feet on each side.

2. If there is no defined road edge, or a ditch does not exist, the treated area is 20 feet from both sides

C. Maintenance Level 2 roads

1. The…