J0901 SOI Road Const Maint Repair IDIQ.xlsx
XLSX spreadsheet 292 KB Posted
- Solicitation number
- 12445225R0027
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items spreadsheet for a Savannah River Site (SRS) Road Construction, Maintenance, & Repair Indefinite Delivery/Indefinite Quantity (IDIQ) contract covering five contract years from October 1, 2025 to September 30, 2030. The comprehensive pricing schedule includes detailed line items for road and infrastructure maintenance services, with estimated quantities for tasks such as emergency mobilization, construction surveying, soil erosion control, clearing and grubbing, embankment construction, culvert installation and repair, equipment rental, labor, seeding, and various other road and environmental maintenance activities.
The contract covers approximately 309.26 square miles and allows for flexible pricing based on fuel price ranges (less than $3 to $5.99 per gallon), with unit prices and total prices to be negotiated for each task order. Key equipment and labor categories include backhoe loaders, bulldozers, motor graders, excavators, water trucks, general and specialized labor, and various construction and maintenance vehicles. The document provides a standardized framework for road maintenance and repair services, with specific technical specifications for each line item and an emphasis on environmental considerations such as erosion control, seeding, and site restoration.
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Text version
Base Year
| YEAR | Fuel < $3 | ||
| Total Price | Fuel $3 - 3.99 | ||
| Total Price | Fuel $4 - $4.99 | ||
| Total Price | Fuel $5 - $5.99 |
Total Price
| BASE YEAR | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| OPTION YEAR 1 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| OPTION YEAR 2 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| OPTION YEAR 3 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
| OPTION YEAR 4 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
SRS ROAD CONSTRUCTION, MAINTENANCE, & REPAIR IDIQ - SCHEDULE OF ITEMS
BASE YEAR: OCTOBER 1, 2025 ~ SEPTEMBER 30, 2026
| **All mobilization costs shall be incidental to each pay item. This work consists of moving personnel, equipment, supplies, material, and incidentals to the project and performing work necessary within each pay item shown in Schedule of Items. The SRS is approx. 309.26 square miles in area. | |||||||
| Item No. | Description | Estimated Quantity | Pay Unit | Method of Measurement | Fuel < $3 | ||
| Unit Price | Fuel < $3 | ||||||
| Total Price | Fuel $3 - $3.99 | ||||||
| Unit Price | Fuel $3 - $3.99 | ||||||
| Total Price | Fuel $4 - $4.99 | ||||||
| Unit Price | Fuel $4 - $4.99 | ||||||
| Total Price | Fuel $5 - $5.99 | ||||||
| Unit Price | Fuel $5 - $5.99 |
Total Price
| 15101-0000 | Emergency Mobilization Inlcludes special emergency mobilization of equipment within 24 - 48 hours. | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity | ||||||||||||
| 15201-0000 | Construction Survey and Staking Tolerances per FS-24 Table 152-1 | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity | ||||||||||||
| 15704-1100 | Soil Erosion Control, Brush Blanket 100% Biodegradable Erosion Control Blanket for Ditches or Slopes. Includes: furnishing and placement of ADS Geosynthetics, Curlex, Nilex or equiavalent. Submittal required) | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 15705-0100 | Soil Erosion Control, Silt Fence Inlcudes furnishing, placement, and installation & removal after final acceptance | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 15705-0500 | Soil Erosion Control, Temporary Culvert Pipe Installation and removal, 12" - 24" dia. HDPE non-perforated pipe with coorugated exterior and smooth interior. Includes: furnishing, excavation, placement, all elbows, bands, backfilling, and removal of pipe. Pipe shall meet AASHTO HS-25 loads. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 15705-1400 | Soil Erosion Control, Fiber Roll Bales Compressed weed free straw bale. Includes furnishing and placement and removal of an indivudual 30-40 lbs straw bale in 4" excavated trench with min. of 2 stakes per bale in low flow drainage ditch only or toe of slope. Straw bale shall be certified noxious weed free. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 15706-0300 | Soil Erosion Control, Sandbag Includes furnishing and placement and removal of pre-filled sandbag which shall be clean and silt free material. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20101-0000 | Clearing and Grubbing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20201-0000 | Selective Clearing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20202-0000 | Selective Clearing Disposal method: scattering. | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20203-0000 | Selective Clearing Disposal method: scattering. | 1 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20205-0000 | Selective Clearing and Grubbing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20206-0000 | Selective Clearing and Grubbing Disposal method: scattering. | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20207-0000 | Selective Clearing and Grubbing Disposal method: scattering. | 1 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20210-0000 | Special Clearing and Grubbing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20211-0000 | Special Clearing and Grubbing Disposal method: scattering. | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20212-0000 | Special Clearing Disposal method: scattering. | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20213-0000 | Roadsde Cleanup | 500 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20214-0000 | Roadsde Cleanup | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity | ||||||||||||
| 20215-0000 | Roadsde Cleanup | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20216-0000 | Tree Pruning | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20217-0000 | Tree Root Pruning | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20220-1000 | Removal, Individual Tree | 2 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20220-2000 | Removal, Individual Stump | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20302-2100 | Removal of Pipe Culvert lncudes excavating and removing existing culvert and disposal at designated SRS landfill by C.O. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20420-0000 | Embankment Construction Includes subgrade grading and roadway compaction placement method per FP-24 Section 204.11, Table 204-1. Includes: a minimum of 100 linear feet or 1+00.00 of new roadway construction, 14-ft wide roadway, includes up to 4-ft of embankment excavation or embankment fill construction, 1-ft nominal depth of new ditch construction on both sides of roadway, 1V:3H embankment backslopes/cutslopes or embankment fill slope construction, subgrade grading, and subgrade compaction in NTE compaction layers lifts of 12-inches loose depth. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20425-1000 | Ditch, Excavation Inlcudes excavating and constructing a new 2-ft. wide flat-bottom shaped ditch at 1-ft nominal depth w/ 1V:2H or flatter backslopes/cutslopes. Disposal method: scattering. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20435-1000 | Backfill, Select Granular Includes furnishing and placement, backfilling, and compaction. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20436-2000 | Backfill, Granular Includes subgrade grading and roadway compaction placement method per FP-24 Section 204.11, Table 204-1. Includes approx. 871 SQYD cul-de-sac embankment construction for 100-feet diameter embankment, 218 SQYD for 50-feet diameter embankment, 1-ft nominal depth of new ditch construction on both sides of intersection if applicable, 1V:3H embankment backslopes/cutslopes or embankment fill slope construction, subgrade grading, and subgrade compaction in NTE compaction layers lifts is 6" per loose depth layer for all aggregate material. | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20441-0000 | Waste Load and haul off material. Inlcudes loading, hauling, and disposing of material at designated SRS landfill as appointed by the C.O. The SRS is approx. 309.26 square miles in area. Inlcudes loading, hauling, and dumping govt. furnished material at specific project location. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20701-1000 | Separation Geotextile, Woven | 30 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20701-2000 | Separation Geotextile, Non-Woven | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20702-0000 | Stabilization Geotextile, Non-Woven | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20703-1100 | Geotextile Filter, Class 1, Woven Type C | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 20803-0000 | Structural backfill Inlcudes furnishing, placement, and compacting. Maximum particle size is 3-in with 15% max passing No. 200 seive. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 25102-0200 | Placed Riprap, Class 2 Inlcudes furnishing and machine placement. Conform to FP-24 Table 251-1. | 17 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 25102-0300 | Placed Riprap, Class 3 Inlcudes furnishing and machine placement. Conform to FP-24 Table 251-1. | 17 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 25102-0400 | Placed Riprap, Class 4 Inlcudes furnishing and machine placement. Conform to FP-24 Table 251-1. | 17 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 25111-0000 | Grouted riprap Inlcudes furnishing and placing 6-inch depth of grout onto riprap filling the voids. | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 30301-5000 | Aggregate Surface Reconditioning Repair soft and unstable areas to the full aggregate surface depth and according to Subsection 204.07. Scarify to the depth of aggregate surfacing shown in the plans. If no depth is indicated in the plans, scarify to a 6-inch depth. Remove irregularities and shape to a uniform surface. Compact and finish the surface according to Subsections 301.05 and 301.06. | 1 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 30301-6000 | Roadway Reconditioning Includes dispose of waste, ditch reconditioning, shoulder reconditioning, roadbed reconditioning, aggregate surface reconditioning. Maintain existing cross slope and crown or shape and grade as shown in the plans. | 500 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 30303-1000 | Roadbed Reconditioning Compact-in-place borrow delivered from a Government supplied on-site source. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 30303-2000 | Aggregate Surface Reconditioning Compact-in-place borrow delivered from a Government supplied on-site source. | 50 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 30303-3000 | Roadway Reconditioning Compact-in-place borrow delivered from a Government supplied on-site source. | 10 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 30303-4000 | Shoulder Reconditioning Compact-in-place borrow delivered from a Government supplied on-site source. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 30401-1000 | Full Depth Reclamation, Method 1 Includes furnishing, placement, and spreading with grader. | 1 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 30402-1000 | Full Depth Reclamation, Method 1 Includes furnishing, placement, and spreading with grader. | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 31201-0000 | Dust Palliative | 5 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 31211-0000 | Lignosulfonate | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 31212-0000 | Calcium Chloride | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 31213-0000 | Magnesium Chloride | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 31302-0400 | Aggregate-Topsoil Course, 4-inch Depth | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 55201-0100 | Structural Concrete, Class A Inlcudes furnishing, placing, finishing, and curing concrete in bridges, culverts, and other structures w/ 4,500 psi 28-day compressive strength. Mix design submittal required) | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60101-0000 | Concrete Inlcudes furnishing, placing, finishing, and curing concrete w/ 3,000 psi 28-day compressive strength. Mix design per FP-24 Table 601-1 | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0100 | Concrete, Headwall for 18-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0120 | Concrete, Headwall for 21-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0140 | Concrete, Headwall for 24-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0160 | Concrete, Headwall for 30-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0180 | Concrete, Headwall for 36-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0200 | Concrete, Headwall for 42-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0220 | Concrete, Headwall for 48-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0240 | Concrete, Headwall for 54-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0260 | Concrete, Headwall for 60-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0280 | Concrete, Headwall for 66-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-0300 | Concrete, Headwall for 72-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-3000 | Concrete, Sloped and Flared Box Inlet/Outlet for 24-inch Pipe Culvert Includes furnishing and installation of flared end section | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-3020 | Concrete, Sloped and Flared Box Inlet/Outlet for 30-inch Pipe Culvert Includes furnishing and installation of flared end section | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60103-3040 | Concrete, Sloped and Flared Box Inlet/Outlet for 36-inch Pipe Culvert Includes furnishing and installation of flared end section | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60201-0600 | 18-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60201-0800 | 24-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60201-1000 | 36-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60201-1200 | 48-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60201-1400 | 60-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60501-0000 | Standard Underdrain System with Geotextile Conform to FP-24 Section 605. Includes furnishing and installation of new collector pipe with perforations, geotextile, couplings, fittings, excavation up to 10-ft depth, backfilling, and compaction. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60703-0000 | Cleaning Culvert In Place | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60705-0000 | Repairing Drainage Structure | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-0200 | Lining 15-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-0300 | Lining 18-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-0400 | Lining 21-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-0500 | Lining 24-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-0600 | Lining 30-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-0700 | Lining 36-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-0800 | Lining 42-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-0900 | Lining 48-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-1000 | Lining 54-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-1100 | Lining 60-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-1200 | Lining 66-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 60707-1300 | Lining 72-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 61401-0000 | Flowable Backfill Lean concrete backfill, conform to FP-24 Section 614. Includes furnishing and placement of lean concrete in designated area. Contractor shall submit a lean concrete backfill mix design for approval. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 61701-0050 | Guardrail system G1, type 1, class A, steel posts Includes installing a new guardrail systems with posts (drilled w/ backfilling & compaction or drive only), rails, terminal sections, anchorage assembly, all hardware, and assembling. Contractor shall submit P.E. stamped W-beam guardrail with end treatment to C.O. for approval.) | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 61708-1000 | Remove and Reset Guardrail Includes modifying, removing and resetting an existing treated posts or steel posts guardrail system including the steel end treatments and removing and ressetting posts, and raising an existing guardrail systems. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-0000 | Equipment | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-0025 | Dump Truck 10 C.Y. with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-0350 | Backhoe Loader Cat 416E, JD 310G, or equivalent, 4-wheel drive, w/ extendable stick; with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-0725 | Wheel Loader John Deere 544, Cat 950, or equivalent, with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-1125 | Bulldozer Cat D-4, Case 550, or equivalent, w/ tilt blade; with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-2100 | Compactor Cat CS44B or equivalent, with a minimum centrifugal force of 15,652 lbs vibratory smooth-drum roller compactor or equalivalent, with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-2300 | Brush Mower, with 1800 mm Diameter Rotary Mower, 50 HP with Operator | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-2750 | Motor Grader Cat 140, JD770D, or equivalent; with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-3000 | Hydraulic Excavator Track Mounted, Cat 315, Case 9030, or equiv., with thumb attachment; with operator | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-3450 | Track Loader Skid steer, Bobcat S220 or equivalent; with operator | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-3750 | Chainsaw with Operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-3850 | Water Truck 4,000 gallon minimum and pressurized; with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62201-4300 | Pump, water, trash, 6-inch Centrifugal Sump pump w/ screening and minimum 100-ft length hose. Includes furnishing gas powered or electrical self-priming centrifugal pump w/ up to 105’ max head. Must be on project site and running. Fuel and electrical for power and all connections, hardware, and parts is incidental at hourly rate. | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62301-0000 | General Labor | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62302-0000 | Special Labor Skilled chain saw operator | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62302-0000 | Special Labor Welder certified in AWS | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62510-1000 | Seeding, Dry Method Includes: preparation, seeding, and fertiliznig. | 0.5 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62510-2000 | Seeding, Hydraulic Method Includes using hydraulic-type equipment capable of providing a uniform application using water slurry as the carrying agent, tracer material grass cellulose fiber mulch. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62515-1000 | Mulching, Dry Method | 0.5 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62515-2000 | Mulching, Hydraulic Method Includes using hydraulic-type equipment applying wood fiber or grass straw cellulose mulch, and applying bonded fiber matrix hydraulic mulch. Conform to FP-24 625.08. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62521-0000 | Fertilizer Furnish and place, dry method | 0.5 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62701-0000 | Sod Furnish, place, & install. Bermuda/ Centipede/ Zoysia/St. Augustine/ Fescue/ Carpet/ Ryegrass or as specified in Task Order. | 150 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62902-0000 | Rolled Erosion Control Product 6-inch depth, Geocell confinement system, Geoweb confinement system or equivalent. Includes labor and furnishing of all materials, assembling, and installation of geocell system which includes the Keys Connection Devices, Rebar #3 J-Hooks 18-inches etc. Granular infill aggregate not included. | 50 | Square Feet (SQFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 62902-0000 | Rolled Erosion Control Product 8-inch depth, Geocell confinement system, Geoweb confinement system or equivalent. Includes labor and furnishing of all materials, assembling, and installation of geocell system which includes the Keys Connection Devices, Rebar #3 J-Hooks 18-inches etc. Granular infill aggregate not included. | 1 | Square Feet (SQFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||
| 66701-0000 | Negotiated Pau Item | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity |
$ - 0 $ - 0 $ - 0 $ - 0
Option Year 1
SRS ROAD CONSTRUCTION, MAINTENANCE, & REPAIR IDIQ - SCHEDULE OF ITEMS
OPTION YEAR 1: OCTOBER 1, 2026 ~ SEPTEMBER 30, 2027
| **All mobilization costs shall be incidental to each pay item. This work consists of moving personnel, equipment, supplies, material, and incidentals to the project and performing work necessary within each pay item shown in Schedule of Items. The SRS is approx. 309.26 square miles in area. | |||||||
| Item No. | Description | Estimated Quantity | Pay Unit | Method of Measurement | Fuel < $3 | ||
| Unit Price | Fuel < $3 | ||||||
| Total Price | Fuel $3 - $3.99 | ||||||
| Unit Price | Fuel $3 - $3.99 | ||||||
| Total Price | Fuel $4 - $4.99 | ||||||
| Unit Price | Fuel $4 - $4.99 | ||||||
| Total Price | Fuel $5 - $5.99 | ||||||
| Unit Price | Fuel $5 - $5.99 |
Total Price
| 15101-0000 | Emergency Mobilization Inlcludes special emergency mobilization of equipment within 24 - 48 hours. | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity | ||||||||||||||||||||
| 15201-0000 | Construction Survey and Staking Tolerances per FS-24 Table 152-1 | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity | ||||||||||||||||||||
| 15704-1100 | Soil Erosion Control, Brush Blanket 100% Biodegradable Erosion Control Blanket for Ditches or Slopes. Includes: furnishing and placement of ADS Geosynthetics, Curlex, Nilex or equiavalent. Submittal required) | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 15705-0100 | Soil Erosion Control, Silt Fence Inlcudes furnishing, placement, and installation & removal after final acceptance | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 15705-0500 | Soil Erosion Control, Temporary Culvert Pipe Installation and removal, 12" - 24" dia. HDPE non-perforated pipe with coorugated exterior and smooth interior. Includes: furnishing, excavation, placement, all elbows, bands, backfilling, and removal of pipe. Pipe shall meet AASHTO HS-25 loads. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 15705-1400 | Soil Erosion Control, Fiber Roll Bales Compressed weed free straw bale. Includes furnishing and placement and removal of an indivudual 30-40 lbs straw bale in 4" excavated trench with min. of 2 stakes per bale in low flow drainage ditch only or toe of slope. Straw bale shall be certified noxious weed free. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 15706-0300 | Soil Erosion Control, Sandbag Includes furnishing and placement and removal of pre-filled sandbag which shall be clean and silt free material. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20101-0000 | Clearing and Grubbing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20201-0000 | Selective Clearing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20202-0000 | Selective Clearing Disposal method: scattering. | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20203-0000 | Selective Clearing Disposal method: scattering. | 1 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20205-0000 | Selective Clearing and Grubbing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20206-0000 | Selective Clearing and Grubbing Disposal method: scattering. | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20207-0000 | Selective Clearing and Grubbing Disposal method: scattering. | 1 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20210-0000 | Special Clearing and Grubbing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20211-0000 | Special Clearing and Grubbing Disposal method: scattering. | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20212-0000 | Special Clearing Disposal method: scattering. | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20213-0000 | Roadsde Cleanup | 500 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20214-0000 | Roadsde Cleanup | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||||||
| 20215-0000 | Roadsde Cleanup | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20216-0000 | Tree Pruning | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20217-0000 | Tree Root Pruning | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20220-1000 | Removal, Individual Tree | 2 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20220-2000 | Removal, Individual Stump | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20302-2100 | Removal of Pipe Culvert lncudes excavating and removing existing culvert and disposal at designated SRS landfill by C.O. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20420-0000 | Embankment Construction Includes subgrade grading and roadway compaction placement method per FP-24 Section 204.11, Table 204-1. Includes: a minimum of 100 linear feet or 1+00.00 of new roadway construction, 14-ft wide roadway, includes up to 4-ft of embankment excavation or embankment fill construction, 1-ft nominal depth of new ditch construction on both sides of roadway, 1V:3H embankment backslopes/cutslopes or embankment fill slope construction, subgrade grading, and subgrade compaction in NTE compaction layers lifts of 12-inches loose depth. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20425-1000 | Ditch, Excavation Inlcudes excavating and constructing a new 2-ft. wide flat-bottom shaped ditch at 1-ft nominal depth w/ 1V:2H or flatter backslopes/cutslopes. Disposal method: scattering. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20435-1000 | Backfill, Select Granular Includes furnishing and placement, backfilling, and compaction. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20436-2000 | Backfill, Granular Includes subgrade grading and roadway compaction placement method per FP-24 Section 204.11, Table 204-1. Includes approx. 871 SQYD cul-de-sac embankment construction for 100-feet diameter embankment, 218 SQYD for 50-feet diameter embankment, 1-ft nominal depth of new ditch construction on both sides of intersection if applicable, 1V:3H embankment backslopes/cutslopes or embankment fill slope construction, subgrade grading, and subgrade compaction in NTE compaction layers lifts is 6" per loose depth layer for all aggregate material. | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20441-0000 | Waste Load and haul off material. Inlcudes loading, hauling, and disposing of material at designated SRS landfill as appointed by the C.O. The SRS is approx. 309.26 square miles in area. Inlcudes loading, hauling, and dumping govt. furnished material at specific project location. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20701-1000 | Separation Geotextile, Woven | 30 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20701-2000 | Separation Geotextile, Non-Woven | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20702-0000 | Stabilization Geotextile, Non-Woven | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20703-1100 | Geotextile Filter, Class 1, Woven Type C | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20803-0000 | Structural backfill Inlcudes furnishing, placement, and compacting. Maximum particle size is 3-in with 15% max passing No. 200 seive. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 25102-0200 | Placed Riprap, Class 2 Inlcudes furnishing and machine placement. Conform to FP-24 Table 251-1. | 17 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 25102-0300 | Placed Riprap, Class 3 Inlcudes furnishing and machine placement. Conform to FP-24 Table 251-1. | 17 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 25102-0400 | Placed Riprap, Class 4 Inlcudes furnishing and machine placement. Conform to FP-24 Table 251-1. | 17 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 25111-0000 | Grouted riprap Inlcudes furnishing and placing 6-inch depth of grout onto riprap filling the voids. | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 30301-5000 | Aggregate Surface Reconditioning Repair soft and unstable areas to the full aggregate surface depth and according to Subsection 204.07. Scarify to the depth of aggregate surfacing shown in the plans. If no depth is indicated in the plans, scarify to a 6-inch depth. Remove irregularities and shape to a uniform surface. Compact and finish the surface according to Subsections 301.05 and 301.06. | 1 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 30301-6000 | Roadway Reconditioning Includes dispose of waste, ditch reconditioning, shoulder reconditioning, roadbed reconditioning, aggregate surface reconditioning. Maintain existing cross slope and crown or shape and grade as shown in the plans. | 500 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 30303-1000 | Roadbed Reconditioning Compact-in-place borrow delivered from a Government supplied on-site source. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 30303-2000 | Aggregate Surface Reconditioning Compact-in-place borrow delivered from a Government supplied on-site source. | 50 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 30303-3000 | Roadway Reconditioning Compact-in-place borrow delivered from a Government supplied on-site source. | 10 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 30303-4000 | Shoulder Reconditioning Compact-in-place borrow delivered from a Government supplied on-site source. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 30401-1000 | Full Depth Reclamation, Method 1 Includes furnishing, placement, and spreading with grader. | 1 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 30402-1000 | Full Depth Reclamation, Method 1 Includes furnishing, placement, and spreading with grader. | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 31201-0000 | Dust Palliative | 5 | MILE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 31211-0000 | Lignosulfonate | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 31212-0000 | Calcium Chloride | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 31213-0000 | Magnesium Chloride | 1 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 31302-0400 | Aggregate-Topsoil Course, 4-inch Depth | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 55201-0100 | Structural Concrete, Class A Inlcudes furnishing, placing, finishing, and curing concrete in bridges, culverts, and other structures w/ 4,500 psi 28-day compressive strength. Mix design submittal required) | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60101-0000 | Concrete Inlcudes furnishing, placing, finishing, and curing concrete w/ 3,000 psi 28-day compressive strength. Mix design per FP-24 Table 601-1 | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0100 | Concrete, Headwall for 18-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0120 | Concrete, Headwall for 21-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0140 | Concrete, Headwall for 24-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0160 | Concrete, Headwall for 30-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0180 | Concrete, Headwall for 36-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0200 | Concrete, Headwall for 42-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0220 | Concrete, Headwall for 48-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0240 | Concrete, Headwall for 54-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0260 | Concrete, Headwall for 60-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0280 | Concrete, Headwall for 66-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-0300 | Concrete, Headwall for 72-inch Pipe Culvert Inlcudes furnishing of concrete, forming, reinforcement placement, placing, finishing, curing concrete and removal of forming once concrete has cured for concrete headwall. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-3000 | Concrete, Sloped and Flared Box Inlet/Outlet for 24-inch Pipe Culvert Includes furnishing and installation of flared end section | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-3020 | Concrete, Sloped and Flared Box Inlet/Outlet for 30-inch Pipe Culvert Includes furnishing and installation of flared end section | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60103-3040 | Concrete, Sloped and Flared Box Inlet/Outlet for 36-inch Pipe Culvert Includes furnishing and installation of flared end section | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60201-0600 | 18-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60201-0800 | 24-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60201-1000 | 36-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60201-1200 | 48-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60201-1400 | 60-inch Pipe Culvert | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60501-0000 | Standard Underdrain System with Geotextile Conform to FP-24 Section 605. Includes furnishing and installation of new collector pipe with perforations, geotextile, couplings, fittings, excavation up to 10-ft depth, backfilling, and compaction. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60703-0000 | Cleaning Culvert In Place | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60705-0000 | Repairing Drainage Structure | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-0200 | Lining 15-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-0300 | Lining 18-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-0400 | Lining 21-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-0500 | Lining 24-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-0600 | Lining 30-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-0700 | Lining 36-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-0800 | Lining 42-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-0900 | Lining 48-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-1000 | Lining 54-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-1100 | Lining 60-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-1200 | Lining 66-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 60707-1300 | Lining 72-inch Pipe Culvert | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 61401-0000 | Flowable Backfill Lean concrete backfill, conform to FP-24 Section 614. Includes furnishing and placement of lean concrete in designated area. Contractor shall submit a lean concrete backfill mix design for approval. | 1 | Cubic Yard (CUYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 61701-0050 | Guardrail system G1, type 1, class A, steel posts Includes installing a new guardrail systems with posts (drilled w/ backfilling & compaction or drive only), rails, terminal sections, anchorage assembly, all hardware, and assembling. Contractor shall submit P.E. stamped W-beam guardrail with end treatment to C.O. for approval.) | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 61708-1000 | Remove and Reset Guardrail Includes modifying, removing and resetting an existing treated posts or steel posts guardrail system including the steel end treatments and removing and ressetting posts, and raising an existing guardrail systems. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-0000 | Equipment | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-0025 | Dump Truck 10 C.Y. with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-0350 | Backhoe Loader Cat 416E, JD 310G, or equivalent, 4-wheel drive, w/ extendable stick; with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-0725 | Wheel Loader John Deere 544, Cat 950, or equivalent, with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-1125 | Bulldozer Cat D-4, Case 550, or equivalent, w/ tilt blade; with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-2100 | Compactor Cat CS44B or equivalent, with a minimum centrifugal force of 15,652 lbs vibratory smooth-drum roller compactor or equalivalent, with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-2300 | Brush Mower, with 1800 mm Diameter Rotary Mower, 50 HP with Operator | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-2750 | Motor Grader Cat 140, JD770D, or equivalent; with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-3000 | Hydraulic Excavator Track Mounted, Cat 315, Case 9030, or equiv., with thumb attachment; with operator | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-3450 | Track Loader Skid steer, Bobcat S220 or equivalent; with operator | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-3750 | Chainsaw with Operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-3850 | Water Truck 4,000 gallon minimum and pressurized; with operator | 8 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62201-4300 | Pump, water, trash, 6-inch Centrifugal Sump pump w/ screening and minimum 100-ft length hose. Includes furnishing gas powered or electrical self-priming centrifugal pump w/ up to 105’ max head. Must be on project site and running. Fuel and electrical for power and all connections, hardware, and parts is incidental at hourly rate. | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62301-0000 | General Labor | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62302-0000 | Special Labor Skilled chain saw operator | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62302-0000 | Special Labor Welder certified in AWS | 1 | HOUR | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62510-1000 | Seeding, Dry Method Includes: preparation, seeding, and fertiliznig. | 0.5 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62510-2000 | Seeding, Hydraulic Method Includes using hydraulic-type equipment capable of providing a uniform application using water slurry as the carrying agent, tracer material grass cellulose fiber mulch. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62515-1000 | Mulching, Dry Method | 0.5 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62515-2000 | Mulching, Hydraulic Method Includes using hydraulic-type equipment applying wood fiber or grass straw cellulose mulch, and applying bonded fiber matrix hydraulic mulch. Conform to FP-24 625.08. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62521-0000 | Fertilizer Furnish and place, dry method | 0.5 | TON | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62701-0000 | Sod Furnish, place, & install. Bermuda/ Centipede/ Zoysia/St. Augustine/ Fescue/ Carpet/ Ryegrass or as specified in Task Order. | 150 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62902-0000 | Rolled Erosion Control Product 6-inch depth, Geocell confinement system, Geoweb confinement system or equivalent. Includes labor and furnishing of all materials, assembling, and installation of geocell system which includes the Keys Connection Devices, Rebar #3 J-Hooks 18-inches etc. Granular infill aggregate not included. | 50 | Square Feet (SQFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 62902-0000 | Rolled Erosion Control Product 8-inch depth, Geocell confinement system, Geoweb confinement system or equivalent. Includes labor and furnishing of all materials, assembling, and installation of geocell system which includes the Keys Connection Devices, Rebar #3 J-Hooks 18-inches etc. Granular infill aggregate not included. | 1 | Square Feet (SQFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 66701-0000 | Negotiated Pau Item | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity |
$ - 0 $ - 0 $ - 0 $ - 0
Option Year 2
SRS ROAD CONSTRUCTION, MAINTENANCE, & REPAIR IDIQ - SCHEDULE OF ITEMS
OPTION YEAR 2: OCTOBER 1, 2027 ~ SEPTEMBER 30, 2028
| **All mobilization costs shall be incidental to each pay item. This work consists of moving personnel, equipment, supplies, material, and incidentals to the project and performing work necessary within each pay item shown in Schedule of Items. The SRS is approx. 309.26 square miles in area. | |||||||
| Item No. | Description | Estimated Quantity | Pay Unit | Method of Measurement | Fuel < $3 | ||
| Unit Price | Fuel < $3 | ||||||
| Total Price | Fuel $3 - $3.99 | ||||||
| Unit Price | Fuel $3 - $3.99 | ||||||
| Total Price | Fuel $4 - $4.99 | ||||||
| Unit Price | Fuel $4 - $4.99 | ||||||
| Total Price | Fuel $5 - $5.99 | ||||||
| Unit Price | Fuel $5 - $5.99 |
Total Price
| 15101-0000 | Emergency Mobilization Inlcludes special emergency mobilization of equipment within 24 - 48 hours. | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity | ||||||||||||||||||||
| 15201-0000 | Construction Survey and Staking Tolerances per FS-24 Table 152-1 | Negotiated Per Task Order | Lump Sum (LPSM) | Actual Quantity | ||||||||||||||||||||
| 15704-1100 | Soil Erosion Control, Brush Blanket 100% Biodegradable Erosion Control Blanket for Ditches or Slopes. Includes: furnishing and placement of ADS Geosynthetics, Curlex, Nilex or equiavalent. Submittal required) | 1 | Square Yard (SQYD) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 15705-0100 | Soil Erosion Control, Silt Fence Inlcudes furnishing, placement, and installation & removal after final acceptance | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 15705-0500 | Soil Erosion Control, Temporary Culvert Pipe Installation and removal, 12" - 24" dia. HDPE non-perforated pipe with coorugated exterior and smooth interior. Includes: furnishing, excavation, placement, all elbows, bands, backfilling, and removal of pipe. Pipe shall meet AASHTO HS-25 loads. | 1 | Linear Foot (LNFT) | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 15705-1400 | Soil Erosion Control, Fiber Roll Bales Compressed weed free straw bale. Includes furnishing and placement and removal of an indivudual 30-40 lbs straw bale in 4" excavated trench with min. of 2 stakes per bale in low flow drainage ditch only or toe of slope. Straw bale shall be certified noxious weed free. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 15706-0300 | Soil Erosion Control, Sandbag Includes furnishing and placement and removal of pre-filled sandbag which shall be clean and silt free material. | 1 | EACH | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20101-0000 | Clearing and Grubbing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | ||||||||||||
| 20201-0000 | Selective Clearing Disposal method: scattering. | 1 | ACRE | Actual Quantity | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 | $ - 0 |
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