B.08.ITEM 611-L Estimated Quantities.pdf
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- Solicitation number
- W912EE26RA004
About this file
This document is a Quantity Summary sheet for MRL Item 611-L, detailing a civil engineering project involving land development and infrastructure work. The project spans 4.3 miles with an 80.6-acre borrow area, involving extensive land clearing, excavation, and embankment activities. Key quantities include 237,000 cubic yards of uncompacted berm embankment, 9.3 miles of silt fence installation, culvert and water control structure work, and surface preparation across wooded and field areas. The project involves clearing 75.7 acres of wooded borrow area, 4.9 acres of field area, and includes specific infrastructure elements like a cattle guard replacement, 24" CMP (Corrugated Metal Pipe) installations, and riprap protection. The total in-place embankment is calculated at 237,150 cubic yards, with a material availability of 320,057 cubic yards from the borrow area.
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Text version
MRL Item 611-L Quantity Summary 12/10/2025 9:32 AM
Project Length
Borrow Area Acres (total)
Borrow Area Description
Embankment Area (total)
Material Available in Borrow
Total In-Place Embankment
Quantity Notes
Mobilization and Demobilization
Mobilization 1 EA Demobilization 1 EA
Clearing and Grubbing
Borrow Area, Wooded 75.7 AC Clearing and grubbing areas were measured using closed shapes in CADD.
Borrow Area, Field 4.9 AC Clearing and grubbing areas were measured using closed shapes in CADD.
Berm Embankment, Wooded 16 AC Clearing and grubbing areas were measured using closed shapes in CADD.
Berm Embankment, Field 22 AC Clearing and grubbing areas were measured using closed shapes in CADD.
Excavation
Ditches 2,089 C.Y. The fill volume was calculated using the triangle method in CADD.
Embankment
Berm Embankment, Uncompacted 237,000 C.Y. The fill volume was calculated using the triangle method in CADD.
Culvert
24" CMP 76 FT 24" CMP in ditch
Excavation 100 CY Estimated based on past culvert excavations
Structural Backfill 100 CY Estimated based on past culvert backfills
Riprap Protection (R90 @12") 5 TN Measured from riprap limits in CADD
Bedding Stone (No. 2 @8") 3 TN Measured from riprap limits in CADD
Crushed Stone Surfacing
Levee Crown (Resurfacing) 8,514 TN Linear foot of the levee alignment times 0.375.
Water Control Structure
Pipe (24" CMP) 70 FT 24" CMP in structure
Stoplogs 1 EA 36" riser, 24" stub
Pipe Anchors (6"band, 8" double helix) 2 EA 1 on each side of pipe
Excavation 2830 CY Measured from drainage structure ditch terrain
Structural Backfill 165 CY Measured from ditch terrain and berm terrain
Riprap Protection (R200 @24") 201 TN Measured from riprap limits in CADD
Bedding Stone (No. 2 @ 9") 79 TN Measured from riprap limits in CADD
Cattle Guard
Cattle Guard 1 EA 3 Captured in Survey. Only one to be removed and replaced by contractor.
Turf Establishment and Maintenance
Berm Footprint 40 AC The area was measured using closed shapes in CADD.
Total Disturbed Area Footprint 122 AC The area was measured using closed shapes in CADD.
Ramp Transition
Ramp infill, Uncompacted 2000 C.Y. This fill volume was estimated from previous experince. 2 Ramp transition from Berm to Existing Ground.
Environmental Protection
Silt Fence 9.3 mi The length was measured using a closed shape in CADD.
IT IS EXPRESSLY UNDERSTOOD THAT THE ACCURACY OF THESE ESTIMATES IS IN NO WISE WARRENTED AND THAT THE FURNISHING OF THIS INFORMATION TO A BIDDER WILL NOT RELIEVE HIM/HERS RESPONSIBILITY TO ESTIMATE THE QUANTITIES INVOLVED. IT IS FURTHER TO BE EXPRESSLY UNDERSTOOD THAT IN NO CASE WILL SUCH ESTIMTE BE USED AS A BASIS OF A CLAIM AGAIST THE GOVERNMENT.
237,150 C.Y.
Description
General Project Info
MRL Item 611-L - Quantity Computations
Quantity Summary
4.3 MILES
80.6 AC
1 borrow area, ~ 2 mi haul
40 AC
320,057 C.Y.
https://usace-my.dps.mil/personal/crystal_d_huerta_usace_army_mil/Documents/Documents/_projects/615-611/RTA/ITEM 611-L Quantity Sheet Template for Contracting Page 1 of 1
Quantity Summary
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