Asphalt IDIQ Task Lists DRAFT.pdf
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- Attached to
- Fort Leonard Wood and LORA Asphalt IDIQ Federal contract opportunity
- Solicitation number
- PANMCC-24-P-0000-009158
About this file
This document is a pre-solicitation notice for a federal contract opportunity from the Department of the Army Materiel Command Mission and Installation Contracting Command at Fort Eustis. The requirement is for asphalt repair and replacement services at Fort Leonard Wood, MO and Lake of the Ozarks Recreational Area (LORA), Lynn Creek, MO.
The contract will be an Indefinite Delivery/Indefinite Quantity (IDIQ) type, with a base year and up to 4 option years. The contracting agency is conducting market research to identify interested parties with the capability to provide the required services, which include but are not limited to asphalt wearing and base course, slurry seals, striping, culvert installation, and other miscellaneous pavement work. The contracting officer will determine whether the requirement will be set aside for small businesses or competed on an unrestricted basis. Interested parties are instructed to submit capability statements addressing their past experience, technical skills, and ability to perform at least 50% of the work as the prime contractor under a small business set-aside. Responses are due by 12pm CST on April 15, 2024. The applicable NAICS code is 237310 with a $45 million size standard.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Davis-Bacon Act WD MO20240001 8MAR2024.txt | TXT text file | |
| 7936_C1 Specification DRAFT.pdf | ||
| Asphalt IDIQ Base Year 2024 Specs SOW DRAFT.pdf |
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Text version
Task Task Description Fort Leonard Wood
Military Reservation Qty U/M Unit Price Total
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. 165,000 SY $0.00
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 $0.00
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 $0.00
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. 160,000 SY $0.00
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 $0.00
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 $0.00
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. 5,000 SY $0.00
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 $0.00
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 $0.00
Fog seal: Apply a fog seal to existing asphalt surfaces according to the specification for "tack coat". 8,500 SY $0.00
Chip seal: Apply a chip seal to existing asphalt surfaces according to the specifications for "bituminous surface treatment". 1,000 SY $0.00
Cold milling of asphalt per inch. To be paid according to the average depth of the cross section to be milled. 350,000 SY $0.00
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 $0.00
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 $0.00
2024 Base Year
DRAFT
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Excavation: Removal and deposition of all types of material as directed. 20,000 CY $0.00
21 Compaction of subbase 10,000 SY $0.00
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 $0.00
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 $0.00
Raise manhole covers and frames: Provide labor and material to bring existing manhole covers and frames flush with surrounding pavement surface. 20 EA $0.00
25 Fine grade existing rock surface. 300,000 SY $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Provide adhesive‐backed reflective temporary centerline markers on freshly‐paved surfaces until the surfaces are painted. 2 MI $0.00
32 Place and compact 3‐inch clean rock. 2,500 TN $0.00
33 Place and compact 2‐inch clean rock. 500 TN $0.00
Provide baserock in a two‐inch thick lift (loose thickness), applied to existing gravel roads by mechanical means, and compacted. 15,000 SY $0.00
35 Clean and shape existing ditch (per linear foot of ditch). 1,000 FT $0.00
36 Sawcut asphalt, up to 4 inches deep (per linear foot of ditch). 1,000 FT $0.00
37 Remove existing pavement markings (per square foot). 1,000 SF $0.00
Cracks one‐eighth of an inch or wider shall be filled with an approved joint sealer. 55,000 FT $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Provide BP‐1 mixture. Deliver to Fort Leonard Wood. Material and delivery only, no spreading and compacting. 1500 TN $0.00
TOTAL: $0.00
EA Each
TN Ton
SF Square Foot
FT Linear Foot
MI Mile
SY Square Yard
CY Cubic Yard
Military Reservation Qty U/M Unit Price Total
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. 165,000 SY $0.00
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 $0.00
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 $0.00
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. 160,000 SY $0.00
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 $0.00
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 $0.00
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. 5,000 SY $0.00
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 $0.00
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 $0.00
Fog seal: Apply a fog seal to existing asphalt surfaces according to the specification for "tack coat". 8,500 SY $0.00
Chip seal: Apply a chip seal to existing asphalt surfaces according to the specifications for "bituminous surface treatment". 1,000 SY $0.00
Cold milling of asphalt per inch. To be paid according to the average depth of the cross section to be milled. 350,000 SY $0.00
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 $0.00
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 $0.00
2025 OPTION 1
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Excavation: Removal and deposition of all types of material as directed. 20,000 CY $0.00
121 Compaction of subbase 10,000 SY $0.00
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 $0.00
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 $0.00
Raise manhole covers and frames: Provide labor and material to bring existing manhole covers and frames flush with surrounding pavement surface. 20 EA $0.00
125 Fine grade existing rock surface. 300,000 SY $0.00
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 $0.00
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 $0.00
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 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 $0.00
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 $0.00
Provide adhesive‐backed reflective temporary centerline markers on freshly‐paved surfaces until the surfaces are painted. 2 MI $0.00
132 Place and compact 3‐inch clean rock. 2,500 TN $0.00
133 Place and compact 2‐inch clean rock. 500 TN $0.00
Provide baserock in a two‐inch thick lift (loose thickness), applied to existing gravel roads by mechanical means, and compacted. 15,000 SY $0.00
135 Clean and shape existing ditch (per linear foot of ditch). 1,000 FT $0.00
136 Sawcut asphalt, up to 4 inches deep (per linear foot of ditch). 1,000 FT $0.00
137 Remove existing pavement markings (per square foot). 1,000 SF $0.00
Cracks one‐eighth of an inch or wider shall be filled with an approved joint sealer. 55,000 FT $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Provide BP‐1 mixture. Deliver to Fort Leonard Wood. Material and delivery only, no spreading and compacting. 1500 TN $0.00
SF Square Foot
FT Linear Foot
MI Mile
SY Square Yard
Military Reservation Qty U/M Unit Price Total
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. 165,000 SY $0.00
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 $0.00
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 $0.00
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. 160,000 SY $0.00
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 $0.00
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 $0.00
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. 5,000 SY $0.00
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 $0.00
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 $0.00
Fog seal: Apply a fog seal to existing asphalt surfaces according to the specification for "tack coat". 8,500 SY $0.00
Chip seal: Apply a chip seal to existing asphalt surfaces according to the specifications for "bituminous surface treatment". 1,000 SY $0.00
Cold milling of asphalt per inch. To be paid according to the average depth of the cross section to be milled. 350,000 SY $0.00
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 $0.00
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 $0.00
2026 OPTION 2
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Excavation: Removal and deposition of all types of material as directed. 20,000 CY $0.00
221 Compaction of subbase 10,000 SY $0.00
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 $0.00
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 $0.00
Raise manhole covers and frames: Provide labor and material to bring existing manhole covers and frames flush with surrounding pavement surface. 20 EA $0.00
225 Fine grade existing rock surface. 300,000 SY $0.00
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 $0.00
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 $0.00
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 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 $0.00
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 $0.00
Provide adhesive‐backed reflective temporary centerline markers on freshly‐paved surfaces until the surfaces are painted. 2 MI $0.00
232 Place and compact 3‐inch clean rock. 2,500 TN $0.00
233 Place and compact 2‐inch clean rock. 500 TN $0.00
Provide baserock in a two‐inch thick lift (loose thickness), applied to existing gravel roads by mechanical means, and compacted. 15,000 SY $0.00
235 Clean and shape existing ditch (per linear foot of ditch). 1,000 FT $0.00
236 Sawcut asphalt, up to 4 inches deep (per linear foot of ditch). 1,000 FT $0.00
237 Remove existing pavement markings (per square foot). 1,000 SF $0.00
Cracks one‐eighth of an inch or wider shall be filled with an approved joint sealer. 55,000 FT $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Provide BP‐1 mixture. Deliver to Fort Leonard Wood. Material and delivery only, no spreading and compacting. 1500 TN $0.00
SF Square Foot
FT Linear Foot
MI Mile
SY Square Yard
Military Reservation Qty U/M Unit Price Total
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. 165,000 SY $0.00
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 $0.00
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 $0.00
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. 160,000 SY $0.00
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 $0.00
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 $0.00
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. 5,000 SY $0.00
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 $0.00
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 $0.00
Fog seal: Apply a fog seal to existing asphalt surfaces according to the specification for "tack coat". 8,500 SY $0.00
Chip seal: Apply a chip seal to existing asphalt surfaces according to the specifications for "bituminous surface treatment". 1,000 SY $0.00
Cold milling of asphalt per inch. To be paid according to the average depth of the cross section to be milled. 350,000 SY $0.00
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 $0.00
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 $0.00
2027 OPTION 3
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Excavation: Removal and deposition of all types of material as directed. 20,000 CY $0.00
321 Compaction of subbase 10,000 SY $0.00
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 $0.00
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 $0.00
Raise manhole covers and frames: Provide labor and material to bring existing manhole covers and frames flush with surrounding pavement surface. 20 EA $0.00
325 Fine grade existing rock surface. 300,000 SY $0.00
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 $0.00
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 $0.00
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 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 $0.00
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 $0.00
Provide adhesive‐backed reflective temporary centerline markers on freshly‐paved surfaces until the surfaces are painted. 2 MI $0.00
332 Place and compact 3‐inch clean rock. 2,500 TN $0.00
333 Place and compact 2‐inch clean rock. 500 TN $0.00
Provide baserock in a two‐inch thick lift (loose thickness), applied to existing gravel roads by mechanical means, and compacted. 15,000 SY $0.00
335 Clean and shape existing ditch (per linear foot of ditch). 1,000 FT $0.00
336 Sawcut asphalt, up to 4 inches deep (per linear foot of ditch). 1,000 FT $0.00
337 Remove existing pavement markings (per square foot). 1,000 SF $0.00
Cracks one‐eighth of an inch or wider shall be filled with an approved joint sealer. 55,000 FT $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Provide BP‐1 mixture. Deliver to Fort Leonard Wood. Material and delivery only, no spreading and compacting. 1500 TN $0.00
SF Square Foot
FT Linear Foot
MI Mile
SY Square Yard
Military Reservation Qty U/M Unit Price Total
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. 165,000 SY $0.00
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 $0.00
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 $0.00
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. 160,000 SY $0.00
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 $0.00
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 $0.00
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. 5,000 SY $0.00
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 $0.00
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 $0.00
Fog seal: Apply a fog seal to existing asphalt surfaces according to the specification for "tack coat". 8,500 SY $0.00
Chip seal: Apply a chip seal to existing asphalt surfaces according to the specifications for "bituminous surface treatment". 1,000 SY $0.00
Cold milling of asphalt per inch. To be paid according to the average depth of the cross section to be milled. 350,000 SY $0.00
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 $0.00
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 $0.00
2028 OPTION 4
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Excavation: Removal and deposition of all types of material as directed. 20,000 CY $0.00
421 Compaction of subbase 10,000 SY $0.00
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 $0.00
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 $0.00
Raise manhole covers and frames: Provide labor and material to bring existing manhole covers and frames flush with surrounding pavement surface. 20 EA $0.00
425 Fine grade existing rock surface. 300,000 SY $0.00
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 $0.00
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 $0.00
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 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 $0.00
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 $0.00
Provide adhesive‐backed reflective temporary centerline markers on freshly‐paved surfaces until the surfaces are painted. 2 MI $0.00
432 Place and compact 3‐inch clean rock. 2,500 TN $0.00
433 Place and compact 2‐inch clean rock. 500 TN $0.00
Provide baserock in a two‐inch thick lift (loose thickness), applied to existing gravel roads by mechanical means, and compacted. 15,000 SY $0.00
435 Clean and shape existing ditch (per linear foot of ditch). 1,000 FT $0.00
436 Sawcut asphalt, up to 4 inches deep (per linear foot of ditch). 1,000 FT $0.00
437 Remove existing pavement markings (per square foot). 1,000 SF $0.00
Cracks one‐eighth of an inch or wider shall be filled with an approved joint sealer. 55,000 FT $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
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 $0.00
Provide BP‐1 mixture. Deliver to Fort Leonard Wood. Material and delivery only, no spreading and compacting. 1500 TN $0.00
SF Square Foot
FT Linear Foot
MI Mile
SY Square Yard
File details come from the government source that posted it. Updated .