HomeMy WebLinkAbout20082056.tiff WORK ORDER FORM
PURSUANT TO AN AGREEMENT BETWEEN
WELD COUNTY
AND
TERRACON
DATED: July 10, 2008
Work Order Number: TERRACON-Courts 1
Project Title: Weld County Courts Phase 4
Commencement Date: July 14, 2008
Completion Date: July 14, 2008
Limitations on compensation: Not to exceed $3,208.50
Project Description: Provide materials testing.
Scope of Services: See attached Scope of Work dated July 8, 2008
Professional agrees to perform the services The attached forms are hereby accepted and
identified above and on the attached forms in incorporated herein, by this reference, and
accordance with the terms and conditions Notice to Proceed is hereby given.
contained herein and in the Professional
Services Agreement between the parties. In the
event of a conflict between or ambiguity in the Weld County
terms of the Professional Services Agreement
and this work order (including the attached By:
forms) the Professional Services Agreement Project/Mai ager
shall control. Date: jujZ,, to , } O,21
Professional By:
DepartmentBead
Terracon Consulting Engineers Date: 7-/4 .
1242 Bramwood Place
Longmont, CO 80501 By:
Director of r1{ 3ministration
BY� Date: U L �J�}
Title: 74 j?c{- kty fr1/4.4ze✓ By: l— l
Chairman, Weld my Commissioners
Date: 7O7�p S- Date: 2
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/ g 2008-2056
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July 8, 2008 l lerracon
Consulting Engineers end Scientists
Weld County Department of Public Works 1289 1st Avenue
Greeley,
1111 H Street Phone(970)351-0460
P.O. Box 758 Fax(970)353-8639
www.terracon.com
Greeley, Colorado 80632-0758
Attn: Mr. Toby Taylor
Re: Proposal/Agreement for Geotechnical Engineering Services
Elevator Shaft Addition
915 10th Street-Greeley, Colorado
Terracon Proposal No. P2108031g
Terracon is pleased to submit this proposal for providing geotechnical exploration and engineering
services for the subject project. This proposal includes an outline of the project information provided to
us, our scope of services, fee, and schedule.
A-PROJECT INFORMATION
Terracon understands that an elevator shaft will be constructed at the site adjacent to the existing
building on-site. We also understand that the elevator shaft will bear at approximately 8 to 10 feet
below existing grade and will be designed to be supported by a helical pier foundation system.
Structural loads for the proposed structure were not provided; however, Terracon assumes wall and
column loads will not exceed 3 kips per lineal foot and 45 kips, respectively.
Terracon also understands that the location of the shaft will require light weight drilling equipment due
to the presence of underground personnel tunnels and parking garages. Accordingly, we will be using
a portable hydraulic drilling rig with a total weight of approximately 300 pounds to advance the boring.
B-PROPOSED SCOPE OF SERVICES
The purpose of the geotechnical engineering services will be to evaluate the subsurface soil and
groundwater conditions at the site. As requested, we propose to explore the subsurface conditions on
the site with one test boring. The boring will be located in the anticipated footprint of the proposed
elevator shaft and will be advanced to an approximate minimum depth of 30 feet. The boring will be
advanced to the minimum depth outlined unless refusal to drilling is encountered prior to full boring
advancement. The depth and location of test boring may be further adjusted depending upon actual
subsurface conditions encountered.
During the drilling operations, a Terracon representative will log the boring, record the results of
penetration tests, and obtain representative samples for further laboratory evaluation. Groundwater
measurements will be made in each boring during exploration and a minimum of 24-hours after drilling.
Drilling and sampling will be conducted in general accordance with applicable local standards.
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Proposal/Agreement for Geotechnical Engineering Services Terracon
Weld County Elevator Shaft
Terracon Proposal No. P2108031g
At the completion of drilling operations, all samples will be returned to our laboratory where they will be
examined by the project geotechnical engineer. At that time, the field descriptions will be confirmed or
modified and an applicable laboratory testing program will be formulated and final boring logs
prepared.
Relatively undisturbed samples may be tested for moisture content, dry density, and consolidation and
expansion characteristics. Disturbed samples may be tested for liquid limit, plastic limit, moisture
content, and grain size distribution. Laboratory testing will be conducted in accordance with applicable
locally recognized standards.
The information obtained from the field exploration and laboratory testing program will be used to
evaluate the soil and subsurface conditions at the site. Based upon our analyses, a geotechnical
engineering report will be prepared. The following information will be provided in the report:
• A brief review of our field and laboratory procedures, and the results of all
testing conducted;
• A discussion of the general subsurface conditions including soil and
groundwater conditions;
• Location and characteristics of groundwater;
• Design criteria related to the elevator shaft construction, including maximum net
allowable bearing pressures, lateral earth pressures, and predicted
performance;
• Unsatisfactory soil conditions and a discussion of remedial measures; and,
• Recommended construction procedures and quality control measures related to
earthwork.
Terracon will notify the Utility Notification Center of Colorado (UNCC) for location of public utilities a
minimum of 3 business days prior to our anticipated drill date. Terracon is not responsible for potential
damages or impacts to our schedule if adequate utility locates are not performed, or utility locates are
not completed by UNCC prior to our expected drill date.
It is anticipated that the field work for this project could commence on July 14, 2008, weather
permitting, and that about one day would be required for completion of the drilling. An additional ten to
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Proposal/Agreement for Geotechnical Engineering Services Terracon
Weld County Elevator Shaft
Terracon Proposal No. P2108031g
15 working days would be required for the completion of laboratory testing, engineering analyses and
development of the final report and recommendations. Verbal communications, including preliminary
findings and recommendations, can generally be issued approximately 3 to 5 working days after
completion of the field work and prior to issuing the final report.
C -COMPENSATION
The cost for our services, including all field work, laboratory testing, engineering analyses and report
preparation (five copies will be provided), will be on a unit rate basis. The following is a line item
estimate based on our discussions with Weld County:
Field Exploration Services
Drill Rig—Mobilization/Demobilization— 1 day @ $400/day $400
Drill Rig—Drill—6 hrs @ $172.50/hr $1,035
Field Engineer—Site Layout/Utility Locates— 1 his @ $88/hr $88
Field Engineer—Drill—6 his @$73.50/hr $441
Estimated Subtotal—Field Exploration Services $1,964
Laboratory Testing Services
Soils Classification Testing (Includes Atterberg Limits, -#200 wash, Sieve Analysis)—
Estimate 3 @$118/each $354
Swell Consolidation Test— Estimate 2 @ $85/each $170
Moisture Test—Estimate 7@ $5/each $35
Density Test—Estimate 2 @ $5/each $10
Estimated Subtotal—Laboratory Services $569
Report Preparation and Engineering Recommendations
Staff Engineer-Boring Logs/Laboratory Data Entry/AutoCAD—3 his @ $73.50/hr $220.50
Geotechnical Engineer—Final Recommendations/Report Preparation—4 hrs @$88/hr $352
Principal Engineer—Report Review— 1 hr @$103/hr $103
Estimated Subtotal—Report Preparation and Engineering Recommendations $675.50
Estimated Total $3,208.50
AUTHORIZATION
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Proposal/Agreement for Geotechnical Engineering Services Terracon
Weld County Elevator Shaft
Terracon Proposal No.P2108031g
We appreciate the opportunity of submitting this proposal, and are available to discuss the details with
you. This project will be performed under the conditions set forth in the Weld County On-Call
Geotechnical Engineering Services Contract.
We appreciate your consideration of Terracon for this work, and look forward to working as your
geotechnical consultant on this and future projects.
Sincerely,
TERRACON CONSULTANTS, INC.
/` ,s��f
ason Mapes, E.I. kfaymond L. Denton II, P.E.
Staff Engineer Geotechnical Department Manager
Copies to: Addressee(1-via E-mail)
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