Detailed Paving Limits.docx

DOCX document 25 KB Posted

Attached to
R2 Paving RFB - I5 Intermittent Inlay Paving MP199. 31-203. 55
Solicitation number
S-73000-00017016
Issued by
Lane County, Condon City, Oregon

About this file

This document is a detailed paving limits specification prepared for the State of Oregon's Region 2 Paving Price Agreement series, specifically for an I-5 Intermittent Inlay Paving project covering milepost 199.31 to 203.55. The project involves delineating specific geographical boundaries and paving limits for inlay work on Interstate 5. The document establishes the scope and physical parameters of the paving work to be performed, identifying the exact segments of roadway that contractors must address under the on-call price agreement framework. As this is a request for bids limited to existing price agreement holders, only pre-qualified contractors are eligible to submit bids for this specific paving project.

The document serves as a technical specification tool to ensure clarity regarding project boundaries and to prevent scope disputes between the state and bidding contractors. By precisely defining paving limits, the specification allows price agreement holders to accurately estimate costs and prepare competitive bids based on clearly established work parameters. This detailed boundary documentation is essential for contractors to calculate labor, materials, and equipment requirements for the intermittent inlay paving work on the designated I-5 corridor segment.

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Other files

File Type Posted
Speed Zone Order 14340.pdf PDF
00017016_bid tab.xlsx XLSX spreadsheet
00017016_RFB.xlsx XLSX spreadsheet
Advanced flagging sample layout.pdf PDF

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Text version

Location

Calced Length (ft)
Width (ft)
Depth (in)
Area (sqft)
Area (sqyd)
ACP (ton)
Paint Lines
Paint (ft)
Markers (EA)
Notes
NB 201.3-203.55, B Lane
11880.0
14.0
2.0
166320.0
18480.0
2079.0
1.25
14850.0
297.0
NB 199.50-201.30, B Lane
9504.0
14.0
2.0
133056.0
14784.0
1663.2
1.25
11880.0
237.6
Close NB 199 on ramp, Inlay BR08171 @ MP200.50 (5" AC existing) saw and seal joints)
SB 203.54-203.10, A & B-Lanes
2323.2
24.0
2.0
55756.8
6195.2
697.0
2.25
5227.2
58.1
SB 201.20-200.80, B Lane
1056.0
14.0
2.0
14784.0
1642.7
184.8
1.25
1320.0
26.4
SB 199.68-199.41, B Lane
1425.6
14.0
2.0
19958.4
2217.6
249.5
1.25
1782.0
35.6
SB 199.41-199.31, B Lane
528.0
17.0
2.0
8976.0
997.3
112.2
1.25
660.0
13.2
Close SB 199 off ramp
SB 199.31-198.44, B Lane
4593.6
14.0
2.0
64310.4
7145.6
803.9
1.25
5742.0
114.8
Close SB 199 on ramp
51462.4
5789.5
41461.2
782.8

File details come from the government source that posted it. Updated .