Attach 4_Anticipated Task.pdf

CLIN DESCRIPTION Quantity UNIT UNIT PRICE Total Price DESCRIPTION 0001 Traffic Control % Submission of Surety for Contract 0002 Performance Bond % Submission of Surety for Contract 0003 Insurance % Submission of Liabilities for Contract 0004 Mobilization % Submission of Surety for Contract 0005 Construction Management % Submission of Requirements for Contract

0006 Clearing and Grubbing SY Removal of all grass, shrubs, trees less than 4-inch diameter, and other vegetation from the area designated on the drawings.

Clearing and grubbing shall be identified for projects requiring clearing greater than one acre or as directed by the engineer.

0007 Tree Removal, 4-12 Inch Diameter EA Remove tree and stump. This line item shall be used for any tree between 4-12-inches in diameter.

0008 Tree Removal, 12+-24 Inch Diameter EA Remove tree and stump. This line item shall be used for any tree between 12+-24-inches in diameter.

0009 Tree Removal, 24+ Inch Diameter or Greater EA Remove tree and stump. This line item shall be used for any tree greater than 24+-inches in diameter.

0010 Strip and Stockpile Existing Topsoil CY

Remove and stockpile top layer of soil. Stockpile shall be located adjacent to but outside the area of construction so that it is readily accessible to be used on the project site or hauled away if necessary. Approximate average depth of topsoil will need to be determined prior to determination of quantity for this line item. Top soil strip and stock pile shall be identified for projects requiring clearing greater than one acre or as directed by the engineer.

0011 Concrete Pavement Removal, 6 inch Depth or Less SY Remove and dispose of concrete pavement up to 6 inches in depth.

0012 Concrete Pavement Removal, additional inch SY This line item shall be used only when CLIN 0009 is used for pavements greater than 6-inches in depth. (EX: for 8-inch thick pavement, enter the total area in CLIN 0009 and enter twice that amount on CLIN 0010.)

Reinforced Concrete Pavement Removal, 8 inch Depth or Less SY Remove and dispose of concrete pavement, mesh or rebarreinforced, up to 8 inches in depth.

0014 Sidewalk Removal SF Remove concrete sidewalk pavement.

0015 Concrete Valley Pan Removal SY Remove concrete valley pan. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021.

0016 Concrete Curb & Gutter Removal LF Remove concrete curb and gutter. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021.

0017 AT/FP 18 Inch Curb Removal LF Remove concrete AT/FP curb. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021.

0018 Concrete Header Curb Removal LF Remove concrete header curb. This may require asphalt pavement saw cutting and removal if adjacent to pavement that is to remain in place. If so, asphalt removal will be accounted for under CLIN 0020 and if necessary, CLIN 0021.

0019 Bituminous Milling, 1 to 3 inches, dispose on base SY Mill pavement to a depth up to 3-inches. Place millings in a location on base determined by the contracting officer. Use a correct sized milling machine for each milling operation.

0020 Bituminous Milling, 1 to 3 inches, dispose off base SY Mill pavement to a depth up to 3-inches. Place millings in a location off base. Use a correct sized milling machine for each milling operation.

0021 Bituminous Milling, Additional Inch SY

This line item shall be used only when either CLIN 0017 or 0018 is used for milling greater than 3-inches in depth. (EX:

When 4-inches of milling is called for the desired area will be entered in CLIN 0017 and then that same quantity entered in

CLIN 0019.)

0022 Bituminous Milling and Fill On Site SY Mill pavement up to 4 inches and use that material to fill areas identified in the drawings or SOW. Compact fill in accordance with specifications and drawings whichever is more stringent.

0023 Bituminous Pavement Removal, 6 Inch Depth or Less SY Remove bituminous pavement up to and including 6 inches in depth. Haul away and dispose of rubble off base.

0024 Bituminous Pavement Removal, Additional Inch SY

This line item shall be used only when CLIN 0021 is used for bituminous pavement removal greater than 6-inches in depth.

(EX: When 9-inches of asphalt pavement must be removed, the desired area will be entered in CLIN 0021 and then three times that same quantity entered in CLIN 0022.)

0025 Sign Removal EA Remove a standard road sign and dispose of material off-base. This will typically include the sign and post that is encased in a small amount of concrete below grade. The sign might also be turned over to 90 CES as directed by the contracting officer.

0026 Remove Fence LF Demolish 6 foot high chain-link fence and components. Dispose of material off-base, fill and compact holes per WYDOT Standard Specifications.

0027 Drainage Pipe Removal, 18 Inch Diameter or Less LF Remove drainage pipe up to and including 18-inch inside diameter and dispose of material off-base. Excavation is included in the pay item.

0028 Drainage Pipe Removal, Greater than 18 Inch Diameter LF Remove drainage pipe over 18-inch inside diameter and dispose of material off-base. Excavation is included in the pay item.

0029 Drainage Structure Removal, 4 Foot Depth or Less EA Remove a drainage structure such as a manhole, inlet or catch basin and dispose of properly off-base. Typically these will be concrete but occasionally other materials are encountered. Excavation is included in the pay item.

0030 Drainage Structure Removal, Additional Foot EA

This line item shall be used only when CLIN 0027 is used for removing a drainage structure over 4-feet in depth. (EX: When removing a manhole that is 7 feet deep, a quantity of 1 will be entered for CLIN 0027 and a quantity of 3 will be entered for

CLIN 0028.)

0031 Abandonment of HTHW LF

This line item shall include the removal and disposal of the 6-inch concrete lid on the High temperature hot water trench. The ends of the trench will be sealed with a concrete mix while the middle is filled with flow fill, leaving the pipe intact as a conduit for future utility lines.

0032 Removal of HTHW LF This includes partial or full removal of HTHW trench to a depth sufficient to suppport new construction. Work includes removal of concrete, pipe and to seal the ends with concrete.

0033 Excavation and Export Material CY Excavate earthen material other than solid bedrock and export material to a location off-base.

0034 Excavation and Fill on Site CY Excavate earthen material other than solid bedrock and use that material to fill areas identified in the drawings or SOW.

Compact fill in accordance with specifications and drawings whichever is more stringent.

0035 Borrow, Select Material CY Imported fill material in accordance with Section 803.10 including hauling and spreading. Provide select material in accordance with specifications or as approved by the engineer.

0036 Soft-Spot Repair CY

Excavate earthen material other than solid bedrock and export material to a location off-base. Place and compact recycled aggregate. Subgrade fill shall meet Section 803.10 or Grading J in accordance with current WYDOT Specs. Provide aggregate base that meets Grading W in accordance with current WYDOT Specs. Material submittal will include Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557.

0037 Backfill for Drainage Pipe and Structures CY Use existing materials if approved for backfill and place per Section 204.

0038 Import and Spread Topsoil CY Import suitable topsoil in accordance with the specifications, drawings or SOW. Spread to the depth identified on the drawings or in the SOW (6 inches if not specified). Finish grade to a smooth surface suitable for seed or sod.

0039 Spread Stockpiled Topsoil CY Spread topsoil that may have been stockpiled under CLIN 0008 to the depth identified on the drawings or in the SOW (6 inches if not specified). Finish grade to a smooth surface suitable for seed or sod.

0040 Fertilizing SY Provide and spread fertilizer to promote seed and sod growth.

0041 Seeding SY Provide and spread grass seed of the appropriate mixture (prairie grass, buffalo grass, or bluegrass as indicated in the SOW or on the drawings). Apply at the rate specified for each mixture.

0042 Sodding SY Provide and install sod of the appropriate type (buffalo grass or bluegrass as indicated in the SOW or on the drawings).

0043 Soil Stabalization SY

The process in which soil is mechanically excavated to a depth of 12", mixed with a stabilizing material, moisture brought to an optimum, then consolidated and compaction of all the combined materials to the compaction requirement. Finish grade shall be per the original plan and included.

0044 Geotextile Fabric SY Provide geotextile in accordance with WYDOT Standard Specifications and the manufacturer's installation instructions as specified on drawings.

0045 Flowable Fill CY Provide Flowable fill in accordance to WYDOT 2010 Standard Specification section 206.4.5

0046 Culvert Cleaning EA Remove, haul, and dispose of debris, silt, and obstructions from culverts. Unplug and flush clean as directed by the engineer.

0047 Aggregate Base, 6 Inch, Virgin Aggregate SY

Place and compact virgin aggregate base course up to 6 inches in depth. Provide aggregate base that meets Grading W in accordance with current Wyoming DOT Specs. Material submittal will include Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557.

0048 Aggregate Base, Additional Inch, Virgin Aggregate SY

This line item shall be used only when CLIN 0044 is used for aggregate base greater than 6-inches in depth. (EX: When 8-inches of aggregate base is called for, the desired area will be entered in CLIN 0044 and then double that quantity entered in

CLIN 0045.)

0049 Aggregate Base, 6 Inch, Recycled Aggregate SY

Place and compact recycled aggregate base course up to 6 inches in depth. Provide aggregate base that meets Grading W in accordance with current Wyoming DOT Specs. Material submittal will include Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557.

0050 Aggregate Base, Additional Inch, Recycled Aggregate SY

This line item shall be used only when CLIN 0046 is used for aggregate base greater than 6-inches in depth. (EX: When 8-inches of aggregate base is called for, the desired area will be entered in CLIN 0046 and then double that quantity entered in

CLIN 0047.)

0051 Riprap, Virgin Aggregate CY Place virgin riprap material at the locations identified on the drawings. Use d50=12 inch riprap unless otherwise specified.

0052 Riprap, Recycled Aggregate CY Place recycled riprap material at the locations identified on the drawings. Use d50=12 inch riprap unless otherwise specified.

ANTICIPATED TASKS - MAINTAIN BASE PAVEMENTS-2024-2029

0053 Asphalt Leveling Course, 2 Inch, Virgin Aggregate SY

Place a 2-inch lift of Asphalt leveling course (virgin aggregate) in accordance with current Wyoming DOT specifications.

Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64- 28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count.

0054 Asphalt Leveling Course, 3 Inch, Virgin Aggregate SY

Place a 3-inch lift of Asphalt leveling course (virgin aggregate) in accordance with current Wyoming DOT specifications.

Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64- 28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count.

Asphalt Leveling Course, 2 Inch, Recycled Asphalt Pavement SY

Place a 2-inch lift of Asphalt leveling course (recycled aggregate) in accordance with current Wyoming DOT specifications.

Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64- 28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count.

0056 Asphalt Leveling Course,3 Inch, Recycled Asphalt Pavement SY

Place a 3-inch lift of Asphalt leveling course (recycled aggregate) in accordance with current Wyoming DOT specifications.

Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 3/4 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64- 28 mix design that is current in last year, 1.5% lime, 3/4 inch aggregate, and meets a Marshall 75 blow count.

0057 Asphalt Wearing Course, 2 Inch, Virgin Aggregate SY

Place a 2-inch lift of Asphalt wearing course (virgin aggregate) in accordance with current Wyoming DOT specifications.

Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 1/2 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 92% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64- 28 mix design that is current in last year, 1.5% lime, 1/2 inch aggregate, and meets a Marshall 75 blow count.

0058 Asphalt Wearing Course, Additional Inch, Virgin Aggregate SY

This line item shall be used only when CLIN 0054 is used for asphalt paving greater than 2-inches in depth. (EX: When 3-inches of asphalt is called for, the desired area will be entered in CLIN 0054 and then that same quantity entered in CLIN 0055.)

Asphalt Wearing Course, 2 Inch, Recycled Asphalt Pavement SY

Place a 3-inch lift of Asphalt Wearing course (recycled aggregate) in accordance with current Wyoming DOT specifications.

Include all work necessary for placing asphalt adjacent to other structures such as concrete curb and gutter, existing asphalt, or in rare cases building foundations. Material submittal will include a PG 64-28 mix design that is current in the last year, 1.5% lime, 1/2 inch aggregate, meet Marshall 50 blow count, meet In Place Density of 95% compaction of void less unit weight and include proposed rolling compaction equipment. Central Ave. and Missile Dr. (truck routes) will require an additional PG 64- 28 mix design that is current in last year, 1.5% lime, 1/2 inch aggregate, and meets a Marshall 75 blow count.

Asphalt Wearing Course, Additional Inch, Recycled Asphalt Pavement SY

This line item shall be used only when CLIN 0056 is used for asphalt paving greater than 2-inches in depth. (EX: When 3-inches of asphalt is called for, the desired area will be entered in CLIN 0056 and then that same quantity entered in CLIN 0057.)

0061 Crack Sealing LF

Provide Modified 324 Type 4 joint sealant in accordance with current Wyoming DOT specifications. Properly prepare the crack for application of sealant and apply sealant in accordance with Wyoming DOT specifications and manufacturer's instructions.

0062 Tack Coat SY Provide approved tack coat material and apply in accordance with the specifications between all asphalt pavement lifts.

0063 Chip Seal SY Provide all material and equipment to place an aggregate chip seal.

0064 Fog Seal SY Provide all material and equipment to place a fog seal.

0065 Slurry Seal SY Provide a Type II slurry seal with 10-15 lbs. aggregate per square yard that meets the current specifications of the Asphalt Handbook by the Asphalt Institute.

0066 Microsurfacing SY Provide this product per Section 410 Microsurfacing 2010 Wydot Standard Specifications.

0067 Pavement Patching SY Saw cut sides to 90 degree faces, remove material down to subgrade and dispose of off-base, compact subgrade, provide and compact aggregate base and bituminous pavement.

0068 Milled Surface Patching SY Provide a bituminous pavement patch over a milled surface.

0069 Concrete Pavement, Doweled and Barred, 6 Inch SY Provide and place concrete pavement doweled and barred in accordance with WYDOT Standard Plans. Concrete mix shall be in accordance with the contract specifications.

0070 Concrete Pavement, Plain, 6 Inch SY Provide and place unreinforced concrete pavement in accordance with WYDOT Standard Plans. Concrete mix shall be in accordance with the contract specifications.

0071 Concrete Pavement, Additional Inch SY

This line item shall be used only when CLINs 0066 or 0067 are used for concrete pavement greater than 6-inches in depth.

(EX: When 8-inches of concrete is called for, the desired area/quantity will be entered in CLIN 0066 or 0067 and then double that quantity entered in CLIN 0068.)

0072 Concrete Pavement, Minor, 6 Inch SY Driveways or other paving areas, generally 50 SY or under.

0073 Concrete Patch/Tie-in, Doweled and Barred, 6 Inch SY

Provide a full depth doweled and barred concrete patch with new aggregate base and concrete. Use this line item for existing concrete areas smaller than one full slab (joint to joint) and not exceeding 20' in any direction. This would include areas where new concrete is tieing in to existing where dowels will be drilled and set into existing concrete.

0074 Concrete Patch, Plain, 6 Inch SY Provide a full depth unreinforced concrete patch with new aggregate and concrete. Use this line item for existing concrete areas smaller than one full slab (joint to joint) and not exceeding 20' in any direction.

0075 Concrete Patch, Additional Inch SY

This line item shall be used only when CLINs 0070 or 0071 are used for concrete pavement patches greater than 6-inches in depth. (EX: When 8-inches of concrete is called for, the desired area/quantity will be entered in CLIN 0070 or 0071 and then double that quantity entered in CLIN 0072.)

0076 Spall Repair SF Per specs or used bonding material that meets WYDOT Standard Specs.

0077 Paving Fabric SY Section 411 Paving Fabric in the Wydot Standard Specs.

0078 12 Inch RCP LF Install Reinforced Concrete Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0079 Flared Ends for 12 Inch RCP EA Provide appropriate size, concrete flared ends to daylight RCP pipe.

0080 18 Inch RCP LF Install Reinforced Concrete Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0081 Flared Ends for 18 Inch RCP EA Provide appropriate size, concrete flared ends to daylight RCP pipe.

0082 24 Inch RCP LF Install Reinforced Concrete Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0083 Flared Ends for 24 Inch RCP EA Provide appropriate size, concrete flared ends to daylight RCP pipe.

0084 30 Inch RCP LF Install Reinforced Concrete Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0085 Flared Ends for 30 Inch RCP EA Provide appropriate size, concrete flared ends to daylight RCP pipe.

0086 6 Inch PVC LF Install PVC Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0087 8 Inch PVC LF Install PVC Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0088 10 Inch PVC LF Install PVC Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0089 12 Inch PVC LF Install PVC Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0090 6 Inch HDPE LF Install HDPE Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0091 8 Inch HDPE LF Install HDPE Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0092 10 Inch HDPE LF Install HDPE Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0093 12 Inch HDPE LF Install HDPE Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0094 18 Inch HDPE LF Install HDPE Pipe at the required depth using bedding material that meets Sections 601, 609 or 610. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0095 3/4 Inch Copper Tubing LF Install Copper Pipe at the required depth using bedding material that meets Sections 609. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0096 1 Inch Copper Tubing LF Install Copper Pipe at the required depth using bedding material that meets Sections 609. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0097 1 1/2 Inch Copper Tubing LF Install Copper Pipe at the required depth using bedding material that meets Sections 609. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0098 2 Inch Copper Tubing LF Install Copper Pipe at the required depth using bedding material that meets Sections 609. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0099 3/4 Inch Copper Fitting EA Install Copper Fittings as required.

0100 1 Inch Copper Fitting EA Install Copper Fittings as required.

0101 1 1/2 Inch Copper Fitting EA Install Copper Fittings as required.

0102 2 Inch Copper Fitting EA Install Copper Fittings as required.

0103 Steel Pipe LF Install Steel Pipe at the required depth using bedding material that meets Sections 609. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0104 Valve EA Provide new valve as specified 0105 Thrust Block 90° Elbow EA Install thrust block for water line bends as specified 0106 Thrust Block for Tee or Deadend EA Install thrust block for water line tees and deadends as specified

0107 12 Inch CMP LF Install Corrugated Metal Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0108 Flared Ends for 12 Inch CMP EA Provide appropriate size, steel flared ends to daylight CMP pipe.

0109 18 Inch CMP LF Install Corrugated Metal Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0110 Flared Ends for 18 Inch CMP EA Provide appropriate size, steel flared ends to daylight CMP pipe.

0111 24 Inch CMP LF Install Corrugated Metal Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0112 Flared Ends for 24 Inch CMP EA Provide appropriate size, steel flared ends to daylight CMP pipe.

0113 30 Inch CMP LF Install Corrugated Metal Pipe at the required depth using bedding material that meets Section 601. Excavation of the trench will be per Section 203 and Backfill above the pipe will be per Section 204.

0114 Flared Ends for 30 Inch CMP EA Provide appropriate size, steel flared ends to daylight CMP pipe.

0115 Concrete Sidewalk, 4 Inch SF Provide 4" thick concrete sidewalk with specified control joints and finish type.

0116 Concrete Sidewalk, Additional Inch SF This line item shall be used only when CLIN 0095 is used for sidewalk greater than 4-inches in depth. (EX: When 6-inch thick sidewalk is called for the desired area will be entered in CLIN 0095 and then two times that quantity entered in CLIN 0096)

0117 ADA Curb Ramp EA

Provide ADA curb ramp. Costs associated with this CLIN are the additional labor, equipment and materials required to construct the ADA warning devices, truncated dome, in the concrete sidewalk area where a curb ramp has been located in the plans. The area of the curb ramp will still be accounted for under concrete sidewalk.

0118 Concrete Valley Pan, 6 Inch SY Provide a reinforced concrete valley pan sloped a minimum of 2% toward its centerline. Dimensions will be according to contract drawings.

0119 Concrete Valley Pan, Additional Inch SY This line item shall be used only when CLIN 0098 is used for a valley pan greater than 6-inches in depth. (EX: When an 8 inch valley pan is called for, the desired quantity will be entered in CLIN 0098 and double that quantity entered in CLIN 0099.)

0120 Curb and Gutter LF Provide a vertical curb and gutter with specified control joints. Where typical spacing places a control joint in the pavement within 2 feet of a control joint in the curb and gutter, modify the spacing scheme so that the joints are aligned.

0121 Header Curb LF Provide a 6-inch thick by 18-inch wide concrete header curb adjacent to pavement or a 6-inch wide by up to 18-inch depth concrete header curb as specifid in the plans.

0122 AT/FP 18" Curb LF

Provide a vertical 18" curb and gutter with specified control joints. Where typical spacing places a control joint in the pavement within 2 feet of a control joint in the curb and gutter, modify the spacing scheme so that the joints are aligned. May be poured as monolithic or 2 pour concrete placement.

0123 Valve Box EA Provide new valve box at new valve locations

0124 Adjust Valve Box EA Vertically adjust an existing valve box so that its cover plate is at new grade. Location shall not change horizontally greater than 1 foot.

0125 Adjust Manhole EA Vertically adjust an existing manhole so that its cover plate is at new grade.

0126 Adjust Inlet EA Vertically adjust an existing inlet box so that its grate is at new grade.

0127 Basic Manhole, 5 Foot Depth EA Provide a new concrete manhole over 6 inches of bedding material that meets Section 605. Excavation of the manhole will be per Section 203 and Backfill of the manhole will be per Section 204.

0128 Manhole, Additional Foot of Depth EA This line item shall be used only when CLIN 0106 is used for installing a manhole greater than 5 feet in depth. (EX: When an 8 foot deep manhole is to be installed, enter a quantity of 1 for CLIN 0106 and a quantity of 3 for CLIN 0107.)

0129 Inlet/Catch Basin, 5 Foot depth, Type A EA Provide a new Type A inlet/catch basin over 6 inches of bedding material that meets Section 605. Excavation of the inlet/catch basin will be per Section 203 and Backfill of the inlet/catch basin will be per Section 204.

0130 Inlet/Catch Basin, 5 Foot depth, Type B EA Provide a new Type B inlet/catch basin over 6 inches of bedding material that meets Section 605. Excavation of the inlet/catch basin will be per Section 203 and Backfill of the inlet/catch basin will be per Section 204.

0131 Inlet/Catch Basin, Additional Foot of Depth EA

This line item shall be used only when CLINs 0108 or 0109 are used for installing a inlet/catch basin greater than 5 feet in depth. (EX: When an 8 foot deep inlet/catch basin is installed, enter a quantity of 1 in CLIN 0108 or 0109 depending on type, and then enter a quantity of 3 on CLIN 0110.)

0132 Chase Drain SF Provide a chase drain as shown on the drawings.

0133 Repair of Manholes, Inlets, Drains, and Valve Boxes SF Provide for minor concrete removal, placement, and patching of damaged manholes, inlets, drains, and valve boxes that do not require replacement. Grates can be installed under this item as well as minor metal work.

0134 HDPE Liner Pipe 12 Inch LF Install High Density Polyethylene (HDPE) Liner Pipe using grout. Pipe material will be the specifications of Section 611.

0135 HDPE Liner Pipe 18 Inch LF Install High Density Polyethylene (HDPE) Liner Pipe using grout. Pipe material will be the specifications of Section 611.

0136 HDPE Liner Pipe 24 Inch LF Install High Density Polyethylene (HDPE) Liner Pipe using grout. Pipe material will be the specifications of Section 611.

0137 Grout CY Install Grout that meets the specifications of Section 611.

0138 Permanent Bollard EA Provide an 10-inch schedule 80 steel pipe bollard filled with concrete including foundation. Bollard shall extend 3ft.-4" above finished grade and be embedded in the ground a minimum of 44-inches. See standard drawing.

0139 Removable Bollard EA

Provide a removable 6-inch, schedule 40, steel pipe bollard in accordance with the standard drawing. Provide locking mechanism and lifting handles. Bollards shall be 36-inches above grade. Include the mounting ring in the concrete foundation in this CLIN.

0140 Reduce and Enclose Monitoring Well EA Demolish and fill monitoring well in accordance with Wyoming DEQ procedures.

0141 Install Fence LF Install new 6 foot high chain-link fence in accordance with the SOW and WYDOT Standard Plans.

0142 Regulatory Sign SF Provide a new regulatory road sign in accordance with MUTCD standards.

0143 Sign Post EA Breakaway metal or drilled holes in timber post to meet Contract Specifications.

0144 Reset Sign EA Reset a removed standard road sign with a new breakaway post that meets WYDOT Standard Plans 0145 Pavement Marking Removal, Striping LF Remove up to 8-inch wide pavement striping using water blasting or abrasive means.

0146 Pavement Marking Removal, Letters and Symbols SF Remove letters and symbols painted on pavements using water blasting or abrasive means.

0147 4 Inch Non-Reflective Striping, Waterborne Paint LF Paint non-reflective striping as depicted on drawings or described in SOW.

0148 8 Inch Non-Reflective Striping, Waterborne Paint LF Paint non-reflective striping as depicted on drawings or described in SOW.

0149 12 Inch Non-Reflective Striping, Waterborne Paint LF Paint non-reflective striping as depicted on drawings or described in SOW.

0150 Non-Reflective Letters & Symbols, Waterborne Paint SF Paint non-reflective letters and symbols as depicted on drawings or described in SOW and in accordance with WYDOT Standard Plans.

0151 4 Inch Reflective Striping, Waterborne Paint LF Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.

0152 6 Inch Reflective Striping, Waterborne Paint LF Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.

0153 8 Inch Reflective Striping, Waterborne Paint LF Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.

0154 12 Inch Reflective Striping, Waterborne Paint LF Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.

0155 18 Inch Reflective Striping, Waterborne Paint LF Paint reflective striping as depicted on drawings or described in SOW using reflective glass beads.

0156 Reflective Letters and Symbols, Waterborne Paint SF Paint reflective letters and symbols as depicted on drawings or described in SOW and in accordance with WYDOT Standard Plans using reflective glass beads.

0157 4 Inch Reflective Epoxy LF Paint Reflective epoxy striping as depicted on drawings or described in SOW using reflective glass beads.

0158 8 Inch Reflective Epoxy LF Paint Reflective epoxy striping as depicted on drawings or described in SOW using reflective glass beads.

0159 12 Inch Reflective Striping, Thermoplastic LF Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding and removal of lose material according to specifications

0160 18 Inch Reflective Striping, Thermoplastic LF Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding and removal of lose material according to specifications

0161 24 Inch Reflective Striping, Thermoplastic LF Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding and removal of lose material according to specifications

0162 Reflective Letters and Symbols, Thermoplastic SF

Place reflective letters and symbols as depicted on drawings or described in SOW and in accordance with WYDOT Standard Plans. Work includes preparation of pavement surface by grinding and removal of lose material according to specifications

0163 4 Inch Reflective Striping, Preformed Tape LF Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications

0164 8 Inch Reflective Striping, Preformed Tape LF Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications

0165 12 Inch Reflective Striping, Preformed Tape LF Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications

0166 18 Inch Reflective Striping, Preformed Tape LF Place reflective striping as depicted on drawings or described in SOWs. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications

0167 Reflective Letters and Symbols, Preformed Tape SF

Place reflective letters and symbols as depicted on drawings or described in SOW and in accordance with WYDOT Standard Plans. Work includes preparation of pavement surface by grinding, removal of lose material, and application of adhesive according to specifications

0168 Aggregate Base Testing I (Govt. Requested) EA

Provide field sampling of delivered material for compliance to approved submittal of the Contract Specifications. Sampling shall be tested for Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 301.

0169 Aggregate Base Testing II (Govt. Requested) EA Provide in place nuclear testing for density to meet the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 301.

0170 Soils Testing I (Govt. Requested) EA

Provide field sampling of subgrade soils or other soils on site or delivered. Sampling shall be tested for Gradation per ASTM C 136, Soils Classification per ASTM D 2487, Atterburg Limits per ASTM D 4318-10, Modified Proctor per ASTM D 1557.

This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Sections 203, 204, 301, 601, 602, 603, and 605.

0171 Soils Testing II (Govt. Requested) EA

Provide in place nuclear testing for density of subgrade soils or other soils on site or delivered to meet the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Sections 203, 204, 301, 601, 602, 603, and 605.

0172 Hot Mix Asphalt Testing I (Govt. Requested) EA

Provide field sampling of truck delivered material per ASHTO T 248 (Truck Sampling Method) for compliance to approved mix design submittal of Contract Specifications. At a minimum the field sample shall be laboratory tested for aggregate gradation, asphalt content, % air voids, and unit weight. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 401.

0173 Hot Mix Asphalt Testing II (Govt. Requested) EA Provide in place nuclear testing for compaction density to meet the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 401.

0174 Hot Mix Asphalt Testing III (Govt. Requested) EA Provide in place core testing for compaction density to meet the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 401.

0175 Concrete Mix Testing I (Govt. Requested) EA

Provide field testing (air entrainment, slump, compressive strength of field cast cylinders) of truck delivered material for compliance to approved mix design submittal of the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 406.

0176 Concrete Mix Testing II (Govt. Requested) EA

Provide compressive strength testing of in place coring of concrete items for compliance to approved mix design submittal of the Contract Specifications. This CLIN is additional verification testing as requested by the Government and is separate from the bid item requirements as specified in Section 406.

TOTAL -$