My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
20081
>
2900 - Site Mitigation Program
>
PR0538059
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/1/2019 12:04:54 PM
Creation date
2/1/2019 12:01:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0538059
PE
2956
FACILITY_ID
FA0021980
FACILITY_NAME
SR-99 AUSTIN RD INTERCHANGE ROW IMPACTS
STREET_NUMBER
20081
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
22805003
CURRENT_STATUS
01
SITE_LOCATION
20081 AUSTIN RD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
6
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
�>� • _ Page 1 of 2 <br /> X74 ESTIMATE <br /> 4rORl.ILU G No: 7473 <br /> Estimator: Woodward , Ryan <br /> 550 River Road/P O Box 336 <br /> Rio Vista, CA 94571 <br /> Phone(707)374-4300 Fax (707)374-5677 <br /> License: C-57 710079 <br /> Deliver to: Date Prepared: 09/24/2013 Job Desc: Cal Trans <br /> Blackburn Consulting <br /> 2491 Boatman Avenue Project MGR: Long, Laura Manteca, CA <br /> West Sacramento,CA 95691 (916)375-8706 <br /> Estimate based on the Following: Requestor: Long, Laura (530)219-4891 <br /> Mob/de-mob direct push rig and support truck <br /> Hand clear to 5'for utilities prior to utilizing direct push technologies. <br /> Probe, 1 -25' boring. <br /> Soil sampling continuously <br /> Collect grab groundwater samples from each boring through the probe rods, using 3/<" PVC screen and riser. Estimated at 15 <br /> minutes per location to allow for water retrieval. <br /> Backfill with neat cement grout and patch with concrete. <br /> Drum all generated materials. We estimate 1 soil and 1 water drums at$60.00 each. <br /> Woodward Drilling can provide NON-hazardous transportation&disposal of 1 soil & 1 water-55 gallon drums for an additional <br /> fee, if requested. <br /> Assume normal access, no concrete to penetrate, and that water is available at the site for use by Woodward Drilling. Assume <br /> this site is a NON-UST Fund, and NON-prevailing wage site. <br /> a 1/2 day onsite with the probe rig. <br /> Item/Description Qty Cost Ext Cost <br /> Backfill Materials 1.00 $85.00 $85.00 <br /> Probe Mob/Demob 1.00 $290.00 $290.00 <br /> Probe 1/2 Day/2 men 1.00 $1,383.00 $1,383.00 <br /> Subsistence- Probe 1.00 $350.00 $350.00 <br /> Flatbed Truck 1.00 $195.00 $195.00 <br /> Probe OT-2 men (over 10 hr) 0.00 $290.00 $0.00 <br /> Plastic Liner 4'x 1.5" 7.00 $9.00 $63.00 <br /> Drum, 55 Gallon-probe 2.00 $60.00 $120.00 <br /> Total $2,486.00 <br /> Assumptions-Unless noted above <br /> • Water available on-site <br /> • Asphalt surface <br /> • Level D safety protection <br /> • Normal access <br /> • Daily rate is based on a 10 hour day,portal to portal(Mob/De-Mob). <br /> • One half day rate is based on a 5 hour day,portal to portal(Mob/De-Mob). <br /> • Crews provided will have current 40hr OSHA,8hr refresher&behavioral based safety training. <br /> Terms and Conditions: <br /> • The preceding cost estimate represents our best estimate for the tasks outlined above,as we understand them.The cost estimate does not reflect <br /> additional charges which will be incurred for standby time,adverse site and/or drilling conditions,unless noted above. <br /> • Any revisions to the project outlined above may result in additional charges. <br /> • Client will be invoiced following the completion of the project or every two(2)weeks;usually whichever comes first.Submitted invoices not paid within <br /> 30 calendar days will be subject to a 1.5%per month finance charge. <br /> 9/24/2013 5:05:39PM <br />
The URL can be used to link to this page
Your browser does not support the video tag.