Design: Project Development | GSP & Amendments | Metric: Division 2
DIVISION2.GR2 EARTHWORK
01.GR2 CLEARING, GRUBBING, AND ROADSIDE CLEANUP
0101.GR2 Description
01011.FR2 (Clearing and Grubbing)
(March 13, 1995)
Use when the payment for clearing and
grubbing is either lump sum or included
in other work.
(1 fill-in) (Fill-in describes the
longitudinal and lateral limits of
clearing and grubbing)
0103.GR2 Construction Requirements
01031.GR2 Roadside Cleanup
010311.FR2 (Roadside Cleanup)
(January 5, 1998)
Use if additional work is required under
the item "Roadside Cleanup".
0105.GR2 Payment
01051.FR2 (Clearing and Grubbing)
(January 5, 1998)
Must be used with 01011.FR2 when the
payment for clearing and grubbing is
included in other work.
(1 fill-in)
02.GR2 REMOVAL OF STRUCTURES AND OBSTRUCTIONS
0201.GR2 Description
02011.GR2 (Removal of Misc. Traffic Items)
(March 13, 1995)
Must also use 02032.FR2 and 02052.MR2
Use in projects requiring the removal of minor
quantities of miscellaneous traffic items such
as traffic islands, traffic curb, lane markers,
plastic traffic buttons, guide posts, etc. when
there is no pay item for Removal of Structures
and Obstructions and the cost of removing each
type of item is under $5,000.
02013.FR2 (Asbestos Handling and Removal)
(March 13, 1995)
Must also use 020342.GR2 and 020511.MR2.
Use in projects when asbestos removal is
required.
(1 fill-in)
02014.GR2 (Removing Portions of Existing Box Culvert)
(March 13, 1995)
Use in projects requiring removal of portions
of existing box culverts prior to extending
or widening the structure. Include with
02030207.GB2, 02035.GR2, 02203.GB6, 0234C1.GB6,
02324C2.GR6, 025C1.GB6, and either 020512.GR2
or 020515.GR2.
02015.GR2 (Asbestos Handling and Removal)
(September 30, 1996)
Must also use 020341.GR2 and 020514.GR2.
Use in projects when there is a reason to
suspect asbestos may be encountered.
0203.GR2 Construction Requirements
02031.FR2 Removal of Obstructions
(February 17, 1998)
Use except when the combined cost of
all obstruction removal is $5,000 or less and
payment is to be included in other payment
items.
Removal of obstructions that are readily
measurable and for which the cost of removal
is $5,000 or less per obstruction may be
included in this pay item.
Removal of obstructions that are not readily
measurable, such as foundations, may be
included in this item regardless of the
removal cost.
List all items and approximate quantities
to be removed under "Removal of Structures
and Obstructions".
(1 fill-in)
02032.FR2 Removing Miscellaneous Traffic Items
(March 13, 1995)
Must include with 02011.GR2.
020341.GR2 Asbestos Handling and Disposal
(September 30, 1996)
Must include with 02015.GR2.
020342.GR2 Asbestos Handling and Disposal
(September 30, 1996)
Must include with 02013.FR2.
020350.FB2 (Salvage of Removed Structure Items)
(June 26, 2000)
Use when removal items are to remain the property
of the Contracting Agency. The first fill-in
specifies the salvaged items. The second fill-in
specifies the name and address (street addres or
highway milepost) of the material storage site.
Include with 02030205.GB2, either 02030201.FB2,
02030202.FB2, or 02030203.FB2, either 020302091.GB2
or 020302092.FB2, and either 02053.GB2 or 02054.GB2.
(2 fill-ins)
020302.GB2 Removal of Bridges, Box Culverts,
and other Drainage Structures
02030201.FB2 (Removing Existing Bridge)
(June 26, 2000)
Use in projects requiring the removal of existing
bridge(s) in one stage. The first fill-in specifies
the bridge(s). The second fill-in specifies where
traffic is directed (onto the detour route or bridge,
onto the new bridge, etc.) Include with 02030205.GB2,
either 020302091.GB2 or 020302092.FB2, and 02053.GB2.
Include with steel members with lead paint.
(2 fill-ins)
02030202.FB2 (Removing Existing Bridge)
(June 26, 2000)
Use in projects requiring the removal of existing
bridge(s) in two or more stages. The fill-in specifies
the bridge(s). Include with 02030205.GB2,
02030207.MB2, 020302091.GB2, and 02053.GB2.
Include with 07012.FR1 if the bridge being removed
has steel members with lead paint.
(1 fill-in)
02030203.FB2 (Removing Portion of Existing Bridge)
(June 26, 2000)
Use in projects requiring the removal of portions of
existing bridge(s). The first fill-in specifies
the bridge(s). The second fill-in specifies the
portions being removed. Include with 02030205.GB2,
02030207.MB2, 020302091.GB2, and 02054.GB2.
Include with 07012.FR1 if the bridge being partially
removed has steel members with lead paint.
(2 fill-ins)
02030204.GB2 (Plans of Existing Bridge)
(June 26, 2000)
Use in projects requiring the removal of existing bridge(s)
or of portions of bridge(s) when plans of the existing
bridge(s) are available. Include with 02030205.GB2,
either 02030201.FB2, 02030202.FB2, or 02030203.FB2, either
020302091.GB2 or 020302092.FB2, and either 02053.GB2 or
02054.GB2.
02030205.GB2 (Bridge Demolition Plan)
(June 26, 2000)
Use in projects requiring the removal of bridge(s)
or of portions of bridge(s). Include with
either 02030201.FB2, 02030202.FB2, or 02030203.FB2, either
020302091.GB2 or 020302092.FB2, and either 02053.GB2 or
02054.GB2. Include with 020302051.GB2 if removal of a
truss bridge is involved. Include with 07012.FR1 if the
bridge involved has steel members with lead paint.
020302051.GB2 (Truss Removal Plan)
(April 3, 2006)
Use in projects requiring removal of existing steel
truss bridges. Include with 02030205.GB2. Include
with 07012.FR1 if the bridge involved has steel
members with lead paint.
02030206.FB2 (Removal in Water)
(June 26, 2000)
Use in projects requiring the removal of existing bridge(s)
when removal involves piers within the wetted perimeter of
a stream, lake or bay. The first fill-in specifies the
bridge(s). The second and fourth fill-ins specify the
body of water. The third fill-in specifies the elevation
of the removal level. Include with 02030205.GB2,
either 02030201.FB2, 02030202.FB2, or 02030203.FB2, either
020302091.GB2 or 020302092.FB2, and either 02053.GB2 or
02054.GB2.
(4 fill-ins)
02030207.MB2 (Removing Portions of Existing Concrete)
(June 26, 2000)
Use in projects requiring the removal of portions of
existing concrete. For bridges, include with 02030205.GB2,
either 02030202.FB2, or 02030203.FB2, 020302091.GB2, and either
02053.GB2 or 02054.GB2. Include with 07012.FR1 if the bridge involved
has steel members with lead paint. For box culverts,
include with 02014.GR2, 02035.GR2, 02203.GB6,
02324C1.GB6, 02324C2.MR6, 025C1.MB6, and
either 020512.GR2 or 020515.GR2
02030208.MB2 (Removing Portions of Existing Concrete
Without Replacement)
(June 26, 2000)
Use in projects requiring the removal of portions of
existing concrete where the face of removal is
permanently exposed. Include with 02030203.FB2,
02030205.GB2, 02030207.MB2, 020302091.GB2, and 02054.GB2.
02030209.GB2 (Use of Explosives)
(June 26, 2000)
Must use once in all bridge removal projects,
preceding one of the following:
020302091.GB2 (Explosives Prohibited)
(June 26, 2000)
Use in all projects requiring removal of
existing bridges except when use of explosives is
permitted. Include with 02030205.GB2, either
02030201.FB2, 02030202.FB2, or 02030203.FB2, and
either 02053.GB2 or 02054.GB2. Include with
07012.FR1 if the bridge involved has steel members
with lead paint.
020302092.FB2 (Structure Removal By Explosives)
(June 26, 2000)
Use in projects requiring removal of
existing bridges only if explosives may be used.
The fill-in specifies the bridge where the use of
explosives is permitted for removal operations.
Include with 02030201.FB2, 02030205.GB2, and
02053.GB2. Include with 07012.FR1 if the bridge
involved has steel members with lead paint.
(1 fill-in)
02030210.GB2 (Requirements for Closing Bridge Prior to
removal)
(January 7, 2002)
Use in projects requiring removal of existing bridges
when it is necessary to close the bridge to traffic
in order to complete removal as soon as possible.
Include with 02030201.FB2, 02030205.GB2, 02053.GB2,
and either 020302091.GB2 or 020302092.FB2. Include
with 07012.FR1 if the bridge involved has steel members
with lead paint.
02035.GR2 (Removing Portions of Existing Box Culvert)
(June 26, 2000)
Use in projects requiring removal of portions of
existing box culverts prior to extending or
widening the structure. Include with 02014.GR2,
02030207.MB2, 02203.GB6, 02324C1.GB6, 02324C2.MR6,
and 025C1.MB6, and either 020512.GR2 or 020515.GR2.
02036.SR2 Removal of Pavement, Sidewalks, Curbs, and Gutters
(September 8, 1997)
Include in projects when removal of pavement
is outside the limits of roadway excavation,
and the removal is to be paid by the square meter.
Must also use 02043.MR2 and 020513.SR2
(2 fill-ins)
0204.GR2 Measurement
02043.MR2 (Pavement Removal)
(September 8, 1997)
Must include with 02036.SR2.
02044.MR2 (Sidewalk Removal)
(September 8, 1997)
Include in projects when removal of
sidewalk is outside the limits of
roadway excavation, and the removal
is to be paid by the square meter.
Must include with 020516.SR2.
02045.MR2 (Curb Removal)
(September 8, 1997)
Include in projects when removal of
curb is outside the limits of roadway
excavation, and the removal is to be
paid by the meter.
Must include with 020517.SR2.
0205.GR2 Payment
02051.SR2 (Removal of structures and obstructions
included in other work)
(June 3, 1996)
(1 fill-in)
0205A.GR2 Must use once, preceeding one of the
following:
02052.MR2 (Removing Miscellaneous Traffic Items)
(June 3, 1996)
Must include with 02011.GR2.
02053.GB2 (Removing Existing Bridge)
(June 26, 2000)
Use in projects requiring the removal of
existing bridge(s). Include with
02030205.GB2, either 020302091.GB2 or
020302092.FB2 and either 02030201.FB2
or 02030202.FB2. Include with 07012.FR1
if the bridge involved has steel members
with lead paint.
02054.GB2 (Removing Portion of Existing Bridge)
(June 26, 2000)
Use in projects requiring the removal of
portions of existing bridge(s). Include
with 02030203.FB2, 02030205.GB2, 02030207.GB2,
and 020302091.GB2. Include with 07012.FR1
if the bridge involved has steel members
with lead paint.
020511.MR2 (Removal and Disposal of Asbestos Material)
(June 3, 1996)
Must include with 02013.FR2.
020512.GR2 (Removing Portion of Conc. Box Culvert)
(June 26, 2000)
Use in projects requiring removal of portions
of existing box culverts prior to extending
or widening the structure. Include with
02014.GR2, 02030207.MB2, 02035.GR2, 02203.GB6,
02324C1.GB6, 02324C2.MR6, and 025C1.MB6.
020513.SR2 (Pavement Removal)
(September 30, 1996)
Must include with 02036.SR2.
(1 fill-in)
020514.GR2 (Asbestos removal as changed condition)
(September 30, 1996)
Must include with 02015.GR2.
020515.GR2 (Removal of portions of box culvert)
(June 26, 2000)
Use in projects requiring removal of portions
of existing box culverts prior to extending or
widening the structure. Include with 02014.GR2,
02030207.MB2, 02035.GR2, 02203.GB6, 023121.MB6, 02324C1.GB6,
02324C2.MR6, 025a1.SB6, and 025C1.MB6.
020516.SR2 (Sidewalk Removal)
(September 8, 1997)
Must include with 02044.MR2.
(1 fill-in)
020517.SR2 (Removal of portions of curb)
(September 8, 1997)
Must include with 02045.MR2.
(1 fill-in)
03.GR2 ROADWAY EXCAVATION AND EMBANKMENT
0303.GR2 Construction Requirements
030307.GR2 Disposal of Surplus Material
030307A.GR2 (Supplemental Information)
Must use preceeding 0303071.FR2, 0303072.FR2,
0303073.GR2, and 0303074.GR2.
0303071.SR2 (Contracting Agency furnished waste site)
(March 13, 1995)
Use in projects with Contracting Agency
provided waste sites.
(1 fill-in)
0303072.SR2 (Waste material by embankment widening)
(March 13, 1995)
Use in projects where the Contracting Agency
specifies embankments to be widened.
(2 fill-ins)
0303073.GR2 (Contracting Agency provided sites are
not mandatory)
(March 13, 1995)
Use, when applicable, with 0303071.SR2
or 0303072.SR2.
0303074.GR2 (Contracting Agency provided sites are
not of sufficient size)
(March 13, 1995)
Use, when applicable, with 0303071.SR2
or 0303072.SR2.
030314.GR2 Embankment Construction
030314C1.GR2 Compacting Earth Embankments
(March 13, 1995)
Use in projects when no payment for
embankment compaction (Method
A) is included.
030314I1.FB2 Embankments At Bridge And Trestle Ends
(March 13, 1995)
Use in projects when the bridge approach
embankments must be constructed
before the end piers.
(2 fill-ins)
0304.GR2 Measurement
03041.MR2 ("Embankment In Place")
(September 8, 1997)
Must also include 03051.MR2.
Use in projects that require embankment
widening for beam guardrail and no other
grading pay items are included in the
contract to construct the widening.
03042.GR2 (Measurement of roadway excavation and
embankment)
(March 13, 1995)
Must include with 050412.MR1,
Contractor surveying - roadway. May be used
without Contractor surveying.
03043.GR2 (Measurement of roadway excavation and
embankment)
(March 13, 1995)
Use in minor grading projects when
the original cross-sections are
satisfactory for construction payment.
0305.GR2 Payment
03051.MR2 ("Embankment In Place")
(June 3, 1996)
Must include with 03041.MR2.
03052.FR2 (Preparation of waste sites)
(March 13, 1995)
Use in projects when the preparation
of waste sites is included in other
work.
(1 fill-in)
06.GR2 SUBGRADE PREPARATION
0603.GR2 Construction Requirements
060301.GR2 Subgrade For Surfacing
0603011.GR2 (Subgrade trimmer required)
(March 13, 1995)
Use in projects where a treated base
or pavement will be placed directly
on the subgrade.
The project should include a bid
item for "Gravel Borrow
Including Haul" or "Borrow
Excavation Including Haul" to ensure
that sufficient fine material is
available for trimming.
0603012.GR2 (Subgrade trimmer not required)
(March 13, 1995)
Use in grading-only projects where
a treated base is planned for
construction on a future project.
The project should include a bid item
for "Gravel Borrow Including
Haul" or "Borrow Excavation
Including Haul" to ensure that
sufficient fine material is available
for trimming.
The position of the future treated base
is to shown on the plans.
09.GR2 STRUCTURE EXCAVATION
0903.GR2 Construction Requirements
090301C.GR2 Removal Of Unstable Base Material
090301C1.SB2 (Soils that tend to liquify)
(March 13, 1995)
Use in bridge projects in where soil
in the bottom of footing excavation
will tend to liquify.
(1 fill-in)
090301C2.MB2 (Removal of unsatisfactory foundation
material)
(January 3, 2006)
Must also use 09051.GB2.
Use in bridge projects where the
removal of unsatisfactory material
under spread footings may be required
even though the soils report does not
require removal.
090303D.GR2 Shoring And Cofferdams
090303D1.GB2 (Protecting existing pavement)
(March 13, 1995)
Use in projects when bridges are
over or adjacent to existing
highways.
090303D2.GB2 (Protecting RR tracks)
(March 13, 1995)
Use in projects when bridges are
over or adjacent to existing
railroad tracks.
090303D3.FB2 Use with 090303D2.GB2 when
construction is required near
railroad tracks, or structures
which require extensive shoring.
(March 13, 1995)
(3 fill-ins)
0904.GR2 Measurement
09041.MB2 (Additional structure excavation
under girders at end piers)
(March 13, 1995)
Use in projects where excavation
is required outside of normal
structure excavation limits for
end pier footings.
0905.GR2 Payment
09051.GB2 (Lean concrete for backfilling)
(March 13, 1995)
Use with 090301B2.MB2.
12.GR2 CONSTRUCTION GEOTEXTILE
1201.GR2 Description
12012.GR2 Wall Backfill
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopes. Slope design should be
performed by the Olympia Service Center
Materials Laboratory or a geotechnical
consultant. Use details from DETAILS.CEL
Library; MD225, MD229, MD230, and MD230A
or MD230B.
1202.GR2 Materials
12022.GR2 Borrow
120222.SR2 Borrow for Geosynthetic Reinforced Slopes
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopes.
(1 fill-in)
12023.MR2 Cold Drawn Wire
(November 17, 1997)
Use in projects where welded wire faced
geosynthetic reinforced slopes are specified.
12024.GR2 Seed
(November 17, 1997)
Use in projects where turf reinforcement mat
or welded wire faced geosynthetic reinforced
slopes are specified.
12026.GR2 Geosynthetic Properties
120264.SR2 Geosynthetic Properties for Reinforced
Slopes
(April 5, 2004)
Use in projects requiring geosynthetic
reinforced slopes. The slope class
must be identified in fill-in 6 based
on the following: Class 1 is typically
reinforced slopes which support bridge
abutments, buildings, critical utilities,
or other facilities which the consequences
of poor performance or failure would be
severe. In general, slopoes greater than
9.2 meters in height. Class 2 is all
reinforced slopes not categorized as
Class 1.
(6 fill-ins)
120265.MR2 Geosynthetic Properties for Turf
Reinforcement Mat
(April 5, 2004)
Use in projects where geosynthetic reinforced
slopes with a truf reinforcement mat facing
are specified.
12027.GR2 Source Approval
120273.GR2 Geosynthetic Reinforced Slope
Primary Reinforcement
(April 5, 2004)
Use in projects requiring geosynthetic
reinforced slopes.
120274.GR2 Geosynthetic Reinforced slope
Secondary Reinforcement
(April 5, 2004)
Use in projects where geosynthetic
reinforced slopes with secondary
reinforcement are specified.
120275.GR2 Geosynthetic Reinforced Slope Turf
Reinforcement Mat
(November 17, 1997)
Use in projects where geosynthetic
reinforced slopes with turf
reinforcement mat facing are
specified.
12028.GR2 Acceptance Samples
120283.GR2 Geosynthetic Reinforced Slope
Primary Reinforcement
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopes.
120284.GR2 Geosynthetic Reinforced Slope
Secondary Reinforcement
(April 5, 2004)
Use in projects where geosynthetic reinforced
slopes with secondry reinforcement are specified.
120285.GR2 Geosynthetic Reinforced Slope Turf
Reinforcement Mat
(November 17, 1997)
Use in projects where geosynthetic reinforced
slopes with turf reinforcement mat facing are
specified.
12029.GR2 Acceptance by Certificate of Compliance
120292.GR2 Retaining Wall
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopes.
1203.GR2 Construction Requirements
12034.MR2 Geosynthetic Reinforced Slope Construction
Requirements
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopes. Slope facing options
which include vegetative cover should only
be used at sites where the average annual
precipitation is 500 mm or more.
12035.MR2 Turf Reinforced Mat Facing Construction
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopes with turf reinforcement
mat facing. In general, use for slopes no
steeper than 1V:1.2H.
12036.MR2 Geosynthetic Wrapped Slope Facing
Construction
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopeswith geosynthetic wrapped
facing. Because of planting requirements,
do not use this option for sites where the
elevation is over 460 m. In general,
use for slopes no steeper than 1V:1H.
12037.MR2 Welded Wire Facing Construction
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopes with welded wire facing.
In general, use for slopes no steeper than
2V:1H.
12038.GR2 Installing Guardrail Posts in Geosynthetic
Reinforced Slopes
(November 17, 1997)
Use in projects requiring guardrail on
geosynthetic reinforced slopes.
1204.GR2 Measurement
12042.SR2 (Geosynthetic Reinforced Slope)
(January 5, 1998)
Use in projects requiring geosynthetic
reinforced slopes.
(1 fill-in)
1205.GR2 Payment
12052.SR2 (Geosynthetic Reinforced Slope)
(November 17, 1997)
Use in projects requiring geosynthetic
reinforced slopes.
(1 fill-in)