EXHIBIT D - Earthwork Tabulation (For Information Only).pdf
PDF 65 KB Posted
- Attached to
- Power Trail Crossing at Harmony Road
- Solicitation number
- 10205
- Issued by
- Larimer County, Colorado
About this file
This document is Exhibit D, a Summary of Earthwork Quantities for a construction project involving multiple areas including Harmony (Westbound and Eastbound), Innovation, South Trail, and North Trail. The document details unclassified excavation quantities totaling 7,142 cubic yards across various project sections, with specific breakdowns for each area. The earthwork plan includes excavation, embankment material placement, and compaction, with a total embankment quantity of 457 cubic yards. A compaction factor of 1.10 is applied, resulting in 503 cubic yards of embankment, and 6,639 cubic yards of excess excavation is designated to become the property of the contractor.
The quantities are presented as "FOR INFORMATION ONLY" and represent a detailed earthwork quantities balance. There is no muck excavation reported (0 cubic yards), and the embankment materials are carefully calculated for different project segments. The document provides a comprehensive breakdown of earthwork quantities for each project area, including trails, paths, stairs, and grading sections, indicating a precise approach to site preparation and earth movement for the construction project.
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Text version
203-00010 - UNCLASSIFIED EXCAVATION (COMPLETE IN PLACE)(NET) CUBIC YARDS
Harmony WB 2,091
Harmony EB 2,225
Harmony Median 76
Innovation 66
South Trail 1,465
South Trail Stairs 1
South Path 107
South Parh Tie-In 51
South Grading 63
North Trail 821
North Trail Stairs 3
North Path 48
North Path Driveway 77
North Grading 49
TOTAL 7,142
203-00100 - MUCK EXCAVATION CUBIC YARDS
TOTAL 0
EMBANKMENT MATERIAL (COMPLETE IN PLACE) CUBIC YARDS
Harmony WB 7
Harmony EB 6
Harmony Median 133
Innovation 26
South Trail 103
South Trail Stairs 3
South Path 15
South Parh Tie-In 0
South Grading 22
North Trail 48
North Trail Stairs 38
North Path 1
North Path Driveway 54
North Grading 0
TOTAL 457
COMPACTION (AASHTO T 180) CUBIC YARDS
TOTAL EMBANKMENT (NET) 457
BASES OF CUTS AND FILLS
TOTAL 457
UNCLASSIFIED EXCAVATION CUBIC YARDS
TOTAL UNCLASSIFIED EXCAVATION 7,142
TOTAL 7,142
EMBANKMENT (NET)
TOTAL 457
EMBANKMENT (NET) TIMES COMPACTION FACTOR (1.10)
TOTAL 503
EXCESS EXCAVATION
EXCESS EXCAVATION TO BECOME PROPERTY OF THE CONTRACTOR 6,639
TOTAL 6,639
EMBANKMENT FACTORED PLUS EXCESS EXCAVATION
TOTAL 7,142
Summary of Earthwork Quantities
FOR INFORMATION ONLY
EARTHWORK QUANTITIES BALANCE
jim.quigley Text Box
EXHIBIT D
File details come from the government source that posted it. Updated .