ASPHALT DRAFT EXAMPLE TASK LIST.pdf

DRAFT EXAMPLE TASK LISTS- DRAFT ONLY EXAMPLE ONLY

FY22 BASE YEAR

Task Task Description Fort Leonard

Wood Military Reservation Qty U/M

2" asphalt wearing course, BP-1 mixture: Place a 2-inch (compacted thickness) asphalt wearing course, application of tack coat or prime coat, compaction of asphalt, and protection of new surface from damage. 150,000 SY

4" asphalt base course, Base mixture: Place a 4-inch (compacted thickness) asphalt base course, application of prime coat, compaction of asphalt, and protection of new surface from damage. 12,000 SY

2" asphalt base course, Base mixture: Place a 2-inch (compacted thickness) asphalt base course, application of prime coat, compaction of asphalt, and protection of new surface from damage. 12,000 SY

2" asphalt wearing course, SP125C mixture: Place a 2-inch (compacted thickness) asphalt wearing course, application of tack coat or prime coat, compaction of asphalt, and protection of new surface from damage. 150,000 SY

4" asphalt base course, SP190C mixture: Place a 4-inch (compacted thickness) asphalt base course, application of prime coat, compaction of asphalt, and protection of new surface from damage. 12,000 SY

2" asphalt base course, SP190C mixture: Place a 2-inch (compacted thickness) asphalt base course, application of prime coat, compaction of asphalt, and protection of new surface from damage. 12,000 SY

2" asphalt wearing course for airfield: Place a 2-inch (compacted thickness) asphalt wearing course, application of tack coat or prime coat, compaction of asphalt, and protection of new surface from damage. 30,000 SY

Asphalt slurry seal: Place asphalt slurry seal, including cleaning and preparation of existing pavement surface and protection of new surface from damage. 14,000 SY

Coal tar emulsion slurry seal: Place coal tar emulsion slurry seal, including cleaning and preparation of existing pavement surface and protection of new surface from damage. 1,000 SY

Fog seal: Apply a fog seal to existing asphalt surfaces according to the specification for "tack coat". 8,500 SY

Chip seal: Apply a chip seal to existing asphalt surfaces according to the specifications for "bituminous surface treatment". 1,000 SY

Cold milling of asphalt per inch. To be paid according to the average depth of the cross section to be milled. 350,000 SY

Paint striping (with reflective media) - Application of traffic marking paint to pavement surfaces other than airfield, including traffic control, surface preparation, and protection of new paint. (Per linear foot of 4" wide stripe). 1,000,000 FT

Paint striping (with reflective media) - Application of traffic marking paint to airfield pavement surfaces, including traffic control, surface preparation, and protection of new paint. (Per linear foot of 6" wide stripe). 10,000 FT

Paint striping, parking stall lines (without reflective media) - Application of solvent-base traffic marking paint to pavement surfaces, including stall markings, traffic control, surface preparation, and protection of new paint. (Per line, 4" wide stripes). 4,750 EA

Paint striping, handicap parking stalls (without reflective media) - Application of solvent-base traffic marking paint to pavement surfaces, including handicap stall markings, traffic control, surface preparation, and protection of new paint. (Per parking stall, 4" wide stripes). 110 EA

Paint striping, parking stall head stripes (without reflective media) - Application of solvent-base traffic marking paint to pavement surfaces, including parking stall head stripes, traffic control, surface preparation, and protection of new paint. (Per parking stall, 4" wide stripes). 30,000 FT

Paint pavement marking (with reflective media) - Roller application of water emulsion-base traffic marking paint to pavement surfaces, including traffic control, surface preparation, and protection of new paint. Markings shall consist of arrows, letters, crosswalks, stop bars, and gore lines. (Per square foot of area painted). 1,000 SF

Removal and replacement of asphalt pavement:

Pavement repair, including sawcutting and removal of asphalt and base to a depth of 10 inches, compaction of base, application of prime coat to base, application of tack coat to other contact surfaces, placing asphalt, compaction of asphalt, and protection of new asphalt from damage.

2,000 SY

Excavation: Removal and deposition of all types of material as directed. 20,000 CY

21 Compaction of subbase 10,000 SY

Place and compact baserock (4" compacted thickness): Placement and compaction of one lift of rock to a finished thickness of four inches. 50,000 SY

Place and compact baserock (6" compacted thickness): Placement and compaction of one lift of rock to a finished thickness of six inches. 75,000 SY

Raise manhole covers and frames: Provide labor and material to bring existing manhole covers and frames flush with surrounding pavement surface. 20 EA

25 Fine grade existing rock surface. 300,000 SY

Provide crushed limestone or dolomite to road shoulders to bring level with grade of adjacent road surface and compact (per cubic yard of aggregate). 500 CY

Shape ditch and install PVC pipe culvert, not including backfill, but including excavation of the ditch bottom and sides to create suitable dimensions for pipe installation and including pipe laying (per linear foot of pipe). 200 FT

Place baserock in ditch for culvert installation, including placement and compaction of all rock necessary for installation of PVC pipe culvert and backfill of the ditch (per cubic yard of baserock). 600 CY

Construction of asphalt paths, such as golf cart paths or jogging trails. Paths shall consist of a 10-foot wide, 4-inch-thick (compacted thickness) lift of baserock. Work shall include excavation (4 inches below grade), compaction of subgrade, sawcutting of existing asphalt where new asphalt connects to it, grading of dirt adjacent to path to ensure drainage away from the trail, and disposal of excess dirt. 400 SY

8-foot wide, 2-inch thick asphalt wearing course for asphalt paths: Place a 2-inch (compacted thickness) asphalt wearing course, application of prime coat, compaction of asphalt, and protection of new surface from damage. 400 SY

Provide adhesive-backed reflective temporary centerline markers on freshly-paved surfaces until the surfaces are painted. 2 MI

32 Place and compact 3-inch clean rock. 2,500 TN

33 Place and compact 2-inch clean rock. 500 TN

Provide baserock in a two-inch thick lift (loose thickness), applied to existing gravel roads by mechanical means, and compacted. 15,000 SY

Clean and shape existing ditch (per linear foot of ditch). 1,000 FT

Sawcut asphalt, up to 4 inches deep (per linear foot of ditch). 1,000 FT

Remove existing pavement markings (per square foot). 1,000 SF

Cracks one-eighth of an inch or wider shall be filled with an approved joint sealer. 55,000 FT

Shape ditch and furnish and install 12” diameter corrugated metal pipe culvert, not including backfill, but including excavation of the ditch bottom and sides to create suitable dimensions for pipe installation and including pipe laying (per linear foot of pipe). 500 FT

Shape ditch and furnish and install 24" diameter corrugated metal pipe culvert, not including backfill, but including excavation of the ditch bottom and sides to create suitable dimensions for pipe installation and including pipe laying (per linear foot of pipe). 200 FT

Shape ditch and furnish and install 36” diameter corrugated metal pipe culvert, not including backfill, but including excavation of the ditch bottom and sides to create suitable dimensions for pipe installation and including pipe laying (per linear foot of pipe). 100 FT

The Contractor shall install new precast 6 foot concrete wheel stops containing two #5 rebar.

Wheel stops shall be anchored with #5 rebar a minimum of 24" in length. 100 EA

The Contractor shall install new precast 8 foot concrete wheel stops containing two #5 rebar.

Wheel stops shall be anchored with #5 rebar a minimum of 24" in length. 100 EA

Provide BP-1 mixture. Deliver to Fort Leonard Wood. Material and delivery only, no spreading and compacting. 1500 TN

TOTAL:

EA

TN

SF

FT

MI

SY

CY