My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017-02-09_PERMIT FILE - M2017002
DRMS
>
Day Forward
>
Permit File
>
Minerals
>
M2017002
>
2017-02-09_PERMIT FILE - M2017002
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/15/2020 11:17:37 AM
Creation date
2/10/2017 2:01:37 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2017002
IBM Index Class Name
PERMIT FILE
Doc Date
2/9/2017
Doc Name
Application
From
Ames Construction, Inc.
To
DRMS
Email Name
PSH
WHE
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
55
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Line Item Description ApproxQuantity Unit Unit Price Exfwnci- <br /> 1010.13 603-10000 Reinforcing Steel(Epoxy Coated Bride 17.200 LB <br /> 1010.14 603-10000 Bride Rail Type 7 144 LF <br /> 1010.15 603-10000 3 Inch Electrical Conduit 151 LF <br /> 1010.16 603-10000 Prestressed Conc Slab(Depth 12 Inches 4201 LF ! <br /> Jims Creek Structure <br /> 10201 603-20000 Structure Excavation 194 CY <br /> 1020.2 603-20000 Structure Backfill Class 1 435 CY 1 <br /> 1020.3 603-20000 Structure Backfill Class 2 33 CY 1 ` <br /> 1020.4 603-20000 Shoring 1 LS 1 <br /> 1020.5 603-20000 Temporary Diversions 1 LS 1 O <br /> 1020.E 603-20000 Dewaterin 1 LS 1 <br /> 1020.7 603-20000 Pile Tip 22 EACH 1 <br /> 1020.8 603-20000 Steel Piling HP 12x74 792 LF 1 <br /> 1020.9 603-20000 Bride Drain 2 EACH 1 <br /> 1020.10 603-20000 Waterproofing Membrane) 1.141 SY 3 <br /> 1020.11 603-20000 Bridge Expansion Device 0-4 Inch 214 LF $ <br /> 1020.12 603-20000 Concrete Class p(Bridge) 500 CY S <br /> 1020.13 603-20000 Reinforcing Steel Bride 34,310 LB $ <br /> 102014 603-20000 Reinforcing Steel(Epoxy Coated Bride 40,342 LB $ <br /> 1020.15 603-20000 Bridge Rail Type 7 256 LF $ <br /> 1020.16 603-20000 3 Inch Electrical Conduit 2 641 LF $ <br /> 102017 603-20000 Prestressed Conc Slab(Depth<32 Inches) 1,11E LF $ <br /> Box Elder Creek Structure <br /> 1030.1 603-30000 Structure Excavation 11 CY $ <br /> 1030.2 603-30000 Structure Backfill Class f 448 CY $ <br /> 10303 603-30000 Structure Backfill Class 2 22 CY $ <br /> 1030.4 603-30000 Shoring 1 LS $ <br /> 1030.5 603-30000 Temporary Diversions 1 LS $ <br /> 10306 603-3DOOD Dewaterin 1 LS $ <br /> 1030.7 603-30000 Pile Tip 24 EACH S <br /> 1030.8 603-30000 Steel Piling HP 12x74 1,080 LF $ <br /> 1030.9 603-30000 Bridge Drain 2 EACH $ <br /> 103010 603-30000 Waterproofing Membrane 1,274 SY $ <br /> 103011 603-30000 Bride Expansion Device 0-4 Inch 240 LF $ <br /> 1030.12 603.30000 Concrete Class D Bride 630 CY S <br /> 1030.13 603-30000 Reinforcing Steel Bride 34,140 LB $ <br /> 1030,14 603-30000 Reinforcin Steel(Epoxy Coated Bride 72,390 LB $ <br /> 1030.15 603-30000 Bridge Rail Type 7 287 LF $ <br /> 1030.1E 1 603-30000 13 Inch Electrical Conduit 295 LF $ <br /> 1030,17 1 603-30000 Prestressed Beams BT42 1,008 LF $ <br /> Gilmore Ditch Structure <br /> 10401 60340000 Structure Excavation iM <br /> 1040.2 603-40000 Structure Backfill Class 1 1040.3 603-40000 Structure Backfill Class 2)10404 603-40000 Shorin 1040.5 603-40000 Tem ore Diversions 1040.E 603-40000 Pile Ti <br /> 1040.7 1 603-40000 Steel Piling HP 12x74 720 LF $ <br /> 1040.8 603.40000 Bridge Drain 2 EACH $ <br /> 10409 60340000 Wate roorin Membrane 888 SY $ <br /> 104010 603-40000 Bridge Expansion Device 0-4 Inch 245 LF S <br /> 104011 603-40000 Concrete Class D Bride 446 CY $ <br /> 1040,12 603-40000 Reinforcing Steel Bride 44.900 LB $ <br /> 104013 603.40000 Reinforcing Steel(Epoxy Coated Bride 21,596 LB I$ <br /> 114014 603-40000 Bridge Rail Type 7 143 LF $ <br /> 1040.15 603 40000 3 Inch Electrical Conduit 151 LF S <br /> 104Q 16 6Q3 40QQ0 Prestressed Conc Slab(Depth 12 Inches) 540 LF $ <br /> Pdge 2 or 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.