HomeMy WebLinkAbout1-97 RESOLUTION SCANNED
RESOLUTION NO. 1-97
A RESOLUTION AWARDING AN ENGINEERING
CONTRACT TO NORTHWEST ENGINEERS, A DIVISION OF
CRAFTON, TULL & ASSOCIATES, IN THE AMOUNT OF
$41,287, PLUS A CONTINGENCY AMOUNT OF $4,100 FOR
THE TOWNSHIP AND NORTH COLLEGE INTERSECTION
PROJECT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1. That the City Council hereby awards an engineering contract to Northwest
Engineers, a division of Crafton, Tull & Associates, in the amount of $41,287, plus a
contingency amount of $4,100 for the Township and North College intersection project; and
authorizes the Mayor and City Clerk to execute said contract. A copy of the contract is attached
hereto marked Exhibit A and made a part hereof.
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• PASSI ,AND APPROVED this 7th day of January , 1997.
di/a .
*;' APPROVED:
•
ff/h4i.-
ed Hanna, Mayor
ATTEST:
By: AC( {C-a21)
Traci Paul, City Clerk
NORTHWEST ENGINEERS Harry G.CIVIL ENGINEERING CONSULTANTS Al Harris, RrL.S.
A DIVISION OF CRAFTON, TULL&ASSOCIATES, INC. Kurtis J.Jones, P.E.
EXHIBIT A
CITY OF FAYETTEVILLE
AGREEMENT FOR ENGINEERING SERVICES
THIS AGREEMENT, made and entered into this 7,'4 day of
Jahn,ar yy , 199 1', by and between the CITY OF FAYETTEVILLE, ARKANSAS
acting by and through its Mayor, hereinafter referred to as the "OWNER", and
NORTHWEST ENGINEERS, a division of Crofton, Tull & Associates, Inc., Consulting
Engineers, with offices in Fayetteville, Arkansas, hereinafter referred to as the
"Engineer".
WITNESSETH THAT:
WHEREAS, the "OWNER" is planning to reconstruct the East Side of the
Township - College Avenue Intersection, and
WHEREAS, the "OWNER'S" forces are fully employed on other urgent work
that prevents their early assignment to the aforementioned work; and
WHEREAS, the ENGINEER'S staff is adequate and well qualified and it has
been determined that its current workload will permit completion of the plans for the
project on schedule;
NOW THEREFORE, it is considered to be in the best public interest for the
"OWNER" to obtain assistance of the `ENGINEER'S" organization in connection with
said engineering services. In consideration of the faithful performance of each party of the
mutual covenants and agreements set forth hereinafter, it is mutually agreed as follows:
SECTION I—EMPLOYMENT OF ENGINEER
The "OWNER" agrees to employ the `ENGINEER" to perform, and the
"ENGINEER" agrees to perform, professional engineering services in connection with the
project set forth in Sections to follow; and the "OWNER" agrees to pay and the
"ENGINEER" agrees to accept, as specified in the Sections to follow as full and final
compensation for work accomplished in the specified time.
SECTION II—DESCRIPTION OF THE PROJECT
The reconstruction of the east side of the Township - College Avenue Intersection
will consist of widening the intersection to four lanes, approximately 45 feet back to back
of curb, beginning at College Avenue and proceeding east along Township for a distance
to be determined during the design phase, but not to exceed 500 feet, more or less. All
P.O. Box 1173 / 524 W. Sycamore / Fayetteville, Arkansas 72702-1173 / (501) 443-4535 / FAX (501) 442-6966
design criteria including drainage improvements shall meet the "OWNERS" present
pavement and drainage design criteria.
SECTION III—INFORMATION AND SERVICES
The "OWNER" will furnish any specifications, standards and other information
which may relate to the project including GPS survey data. Aerial mapping data will be
provided, free of charge, to the ENGINEER on magnetic media.
SECTION IV — SERVICES TO BE FURNISHED BY THE "ENGINEER"
DURING"DESIGN" PHASE
The project will be designed and constructed to meet local street standards in
accordance with the "OWNER'S" pavement design and drainage criteria. Construction
specifications shall be based on "Standard Specifications for Highway Construction
Edition 1996 of the AHTD" and latest special provisions of City of Fayetteville
Specifications. The design concept with regard to street alignment, pavement section,
geometries, detours, right-of-way, and utility relocation shall be submitted by the
"ENGINEER" (in the form of a Preliminary Engineering Assessment) and approved by the
"OWNER" prior to beginning design work.
The"ENGINEER" shall provide all field survey data from field work for designing
the project and this shall be tied to the"OWNER'S" GPS control network.
The "ENGINEER" shall be responsible for obtaining, interpreting and evaluating
geotechnical data for pavement design and embankment stability.
The" ENGINEER" shall conduct preliminary design and prepare preliminary
construction limits, perform all needed stability analyses, design of detours where needed,
and preparation of maintenance of traffic plans detailing needed signing and striping during
construction, as well as for permanent application after the completion of street
construction.
The "ENGINEER" shall furnish plans to all utility companies affected by the
project and shall conduct a coordination meeting among all affected utility companies to
enable them to develop utility agreements regarding any necessary utility relocations.
During the "Design" phase of the project, the "ENGINEER" shall conduct final
designs to prepare construction plans and specifications, including final construction
details and quantities, special provisions, cost estimates, make final field inspection with
"OWNER", make any needed plan changes as a result of the final field inspection and all
other work required to advertise and receive bids.
Prior to the start of construction, the "ENGINEER" shall establish benchmarks for
elevation control and tie layout work to Fayetteville's GPS and provide centerline
2
construction reference points/alignment to all PCs, PTs, and at POTs where necessary for
the proposed roadway.
SECTION V—COORDINATION WITH "OWNER"
The "ENGINEER" shall hold conferences throughout the design of the project
with representatives of the "OWNER" to the end that the design, as perfected, shall have
full benefit of the "OWNER'S" knowledge and be consistent with the current policies and
construction practices of the "OWNER". The "OWNER" reserves the right to accept or
reject any or all plans, but this stipulation will not relieve the "ENGINEER" of
responsibility to the design of the project.
SECTION VI—OFFICE LOCATION FOR REVIEW OF WORK
Review of the work as it progresses under this Agreement shall be made at the
"OWNER'S" City Engineer's Office.
SECTION VII—PRELIMINARY SUBMISSION
The preliminary .'submission shall be at the 35% completion stage of the design and
preparation of the Plan. and Specifications. The "ENGINEEER" shall submit three (3)
sets of preliminary plans for review.
SECTION VIII—FINAL SUBMISSION
The final submission for the construction contract shall consist of the following:
A. One (1) copy of all design calculations.
B. The originals of all drawings, specifications and contract documents. All
design drawings on magnetic media shall be submitted on disk compatible with
AutoCAD Release 12 Software.
C. The estimated cost of construction and detailed estimate of time in calendar
days required for completion of the contract.
•
SECTION IX — ENGINEER RESPONSIBILITY DURING "BIDDING" AND
"CONSTRUCTION" PHASES
During the "Bidding" phase of the project, the "ENGINEER" shall provide
engineering and administrative services needed to obtain bids for the construction project,
evaluate the bids, and consult with and advise the "OWNER" as to the acceptability of
the best bidder.
3
During the "Construction" Phase of work, the "ENGINEER" shall provide administrative
and engineering services, including resident construction observation services to determine
whether the Contractor has met the requirements of the design plans and specifications.
The "ENGINEER" shall review the Contractor's progress payment requests based on the
actual quantities of contract items completed and accepted, and shall make
recommendation to the"OWNER" regarding payment.
SECTION X—SUBCONTRCTING
Subcontracting by the "ENGINEER" of any of the services provided herein, other
than the subcontract with Geo-Tech, as attached to this Agreement, shall require prior
approval by the"OWNER".
SECTION XI- TIME OF BEGINNING AND COMPLETION
The"ENGINEER" shall begin work under this Agreement within ten (10) days of
notice to proceed and shall complete the plans for the construction contract within 90
calendar days.
The above completion time is predicated upon the fact that the "OWNER" will
cause to be processed approvals of interim work in an expeditious manner (5 working
days per submittal).
SECTION XII—FEES AND PAYMENTS
A. "Design" Phase Services - For and in consideration of, the services to be
rendered by the"ENGINEER", the "OWNER" shall pay the"ENGINEER" on the
basis of actual salary costs for work-time directly connected with work chargeable
to the project, plus payroll additives and general overhead cost of 14Z84 of direct
labor costs, (plus direct reimbursable expenses associated with the project), plus a
fixed fee, which are payable as follows:
1. "Design"Phase Services - Costs not to exceed $14,798.04
2. Fixed fee for"Design" Services $ 2,251.96
3. Engineering contract amount for"Design" Phase Services not
to exceed $17,050.00
The basis of this upper limit and justification for the fee is contained in Appendix
"A" attached hereto. Adjustment of the upper limit may be made should the
"ENGINEER" establish and the "OWNER" agree that there has been or is to be a
significant change in scope, complexity or character of the services to be
performed; or if the "OWNER" decides to shorten the duration of work from the
time period specified in the agreement for completion of work and such
modification warrants such adjustment.
4
Appendix `B" covers the classification of personnel and the salary rate for all
personnel anticipated to be assigned to this project by the"ENGINEER".
Final payment for Design Services shall be made upon the "OWNER'S" approval
and acceptance with the satisfactory completion of the "Design" Phase for the
project.
B. "Bidding" Phase Services - For "bidding" phase services rendered by the
"ENGINEER", the "OWNER" shall pay the "ENGINEER" on the basis of salary
costs for work-time directly connected with the project, plus payroll additives and
general overhead costs of 147.84 of direct labor costs (plus direct reimbursable
expenses associated with the project), plus a fixed fee which are payable as follows:
1. "Bidding" Phase Services cost not to exceed $ 1,273.15
2. Fixed fee for"Bidding" Services $ 196.85
3. Engineering contract amount for"Bidding" Phase Services
not to exceed $ 1,470.00
Final payment for "Bidding" phase services shall be made upon the "OWNER'S"
approval and acceptance with the satisfactory completion of the "Bidding" phase of
the project.
C. "Construction" Phase Services - For construction phase services rendered by the
"ENGINEER", the "OWNER" shall pay the "ENGINEER" on the basis of salary
costs for work-time directly connected with the project, plus payroll additives and
general overhead costs of 147.84 of direct labor costs (plus direct reimbursable
expenses associated with the project), plus a fixed fee, which are as follows:
1. "Construction" Phase Services costs not to exceed $12,235.86
2. Fixed fee for"Construction" Phase Services $ 1,864.14
3. Engineering contract amount for"Construction" Phase Services
not to exceed $14,100.00
(Based upon an assumed construction period not to exceed 60
calendar days).
Final payment for"Construction" Phase Services shall be made upon the "OWNER'S"
approval and acceptance with the satisfactory completion of the "Construction" Phase
of the project.
D. "Geotechnical" Investigation Services - For geotechnical investigative services
associated with the design, the "OWNER" shall pay the "ENGINEER" a fee not to
exceed $1,91Z00. The basis of this upper limit and justification for the fee is
contained in Appendix "C", attached hereto, which is a geotechnical proposal from
McClelland Engineers of Fayetteville, Arkansas.
5
E. "Special" Services - For "Special" services, such as construction staking, the
"OWNER" shall pay the `ENGINEER" as follows;
1) For "Construction Staking" Services, the "ENGINEER" shall establish
roadway centerline rough-grade staking with offset staking on one side and
100-ft. stations, establish curb and gutter staking on both sides at 100-ft.
stations, establish curb and gutter staking on both sides at 100-ft. stations along
tangents and 50-ft. stations along curves, and perform drainage structures
staking. This construction staking is to be performed by the"ENGINEER" one
time only, with additional staking to be the responsibility of the Contractor.
For this work, the "OWNER" shall pay the "ENGINEER" on the basis of
actual salary cost for work-time directly connected with construction staking,
plus payroll additives and general overhead costs of 147.84 of direct labor
costs, plus direct reimbursable expenses, plus a fixed fee payable as follow:
1. "Construction Staking" costs not to exceed $2,874.95
2. Fixed fee for"Construction Staking" $ 435.05
3. Engineering contract amount for"Construction Staking"
services not to exceed $3,310.00
SECTION XII- CHANGES
The "OWNER" may at any time, by written order, make changes within the general
scope of the contract in the work and services to be performed. If any such changes
causes an increase or decrease in the cost of, or the time required for, performance of this
contract, an equitable increase or decrease shall be made in the upper limit contract
amount, including fee or time of required performance, or both, and the contract shall be
modified in writing accordingly.
Any claim by the "ENGINEER" for adjustment under this clause must be asserted
within thirty (30) days from the date of receipt by the "ENGINEER" of the notification of
change; provided, however, that the "OWNER", if it decides that the facts justify such
action, may receive and act upon any such claim asserted at any time prior to the date of
final payment under this contract. Failure to agree to any adjustment shall be cause for a
dispute concerning a question of fact within the meaning of the clause of this contract
entitled SECTION XVII -' MISCELLANEOUS PROVISIONS, (1) Dispute Resolutions.
However, nothing in this clause shall excuse the "ENGINEER" from proceeding with the
contract as changed.
SECTION XIV—OWNERSHIP OF DOCUMENTS
All documents, including original drawings, disks of CADD drawings and cross
sections, estimates, specification field notes, and data are and remain the property of the
"OWNER". The "ENGINEER" may retain reproduced copies of drawings and copies of
other documents.
6
SECTION XV—POSTPONEMENT OR CANCELLATION OF THE CONTRACT
It is understood that the "OWNER" will have the right to suspend or cancel the
work at any time.
A. Postponement - Should the "OWNER", for any reason whatsoever, decide to
postpone the work at any time, the "OWNER" will notify the "ENGINEER",
who will immediately suspend work. Should the "OWNER" decide during such
suspension not to resume the work, or should such suspension not be terminated
within a year, the work shall be canceled as hereinafter provided.
B. Cancellation - Should the "OWNER", for any reason whatsoever, decide to
cancel or to terminate the use of the "ENGINEER'S" service, the "OWNER"
will give written notice thereof to the "ENGINEER", who will immediately
terminate the work. If the "OWNER" so elects, the "ENGINEER" may be
instructed to bring a reasonable stage of completion to those items whose value
would otherwise be lost. The "ENGINEER" shall turn over all data, charts,
survey notes, figures, drawings and other records or information collected or
produced hereunder whether partial or complete. Upon such termination of the
"ENGINEERS" services, the "ENGINEER" shall be paid on a proportional
amount of the total fee, less prior partial payments, based on the ratio of work
done to the total amount of work performed.
SECTION XVH—MISCELLANEOUS PROVISIONS
1. Dispute resolution - Any dispute concerning a question of fact in connection
with the work and having a financial value of $10,000, or less, shall be
referred for determination to the Mayor of the City of Fayetteville whose
decision in the matter shall be final and conclusive. Disputes resulting from
claims greater than $10,000 shall be subject to mediation.
2. Responsibility for Claims and Liability - The "ENGINEER" shall save
harmless the "OWNER" from all claims and liability due to its (the
"ENGINEER'S") activities, or those subcontractors, its agents, or its
employees during the time this contract is in force.
3. General Compliance with Laws - The "ENGINEER" shall comply with all
federal, state and local laws and ordinances applicable to the work. It shall be
a professional engineer, licensed in the State of Arkansas.
4. ENGINEER.'S Endorsement - The "ENGINEER" shall endorse and
recommend all plans, specifications, estimates and engineering data finished by
it. All design shall be checked in accordance with accepted engineering
practices. All plan quantities shall be checked and verified.
7
•
SECTION XVH—SUCCESSORS AND ASSIGNS
The "OWNER" and the "ENGINEER" each binds itself and its partners,
successors, executors, administrators, and assigns to the other part of this Agreement,
except as above, neither the "OWNER" nor the "ENGINEER" shall assign, sublet or
transfer its interest in this Agreement without written consent of the other. Nothing herein
shall be construed as creating any possible personal liability on the part of any officer or
agent of any public body which may be party hereto.
SECTION XIX—COVENANT AGAINST CONTINGENT FEES
The "ENGINEER" warrants that it has not employed or retained by company or
person, other than a bona fide employee working solely for the "ENGINEER", to solicit
or secure this contract, and that it has not paid or agreed to pay any company or person,
other than a bona fide employee working solely for the "ENGINEER", any fee,
commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon
or resulting from the award or making of this contract or breach or violation of this
warranty, the"OWNER" shall have the right to annul this contract without liability.
ire<7 EI>,a ITNESS WHEREOF, the parties hereto have caused this Agreement to be
7'
oduly executed as of the date and year first herein written.
_�; . • CITY OF AYETTEVILLE
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1/21, :,-.' .:4:"*.‘ '' . i . ' , ,,,,,,,(4,,,..,-
A 1.rEST: Fre Hanna, Mayor
j°
Ato-
.Gc• )g,e,
NORTHWEST ENGINEERS
A Division of Crafton, Tull & Associates, Inc.
--%:2';
Bob H. Crafton, P. E. Boar airman
ATTEST:
f
obert ene) Reece
8
SCOPE OF SERVICES / MANHOUR ESTIMATE APPENDIX A
IMPROVEMENTS TO THE INTERSECTION OF TOWNSHIP AND COLLEGE Page 1 of 3
FAYETTEVILLE, ARKANSAS
NOVEMBER, 1996
DESIGN PHASE SERVICES
Manhour Estimate
ITEM SURV. LAND CLRC. ENGR. DSGN. PROJ SUPR.
NO. ITEM DESCRIPTION CREW SURV. ASNT. TECH ENGR. ENGR. ENGR.
1 Topographic Survey - X-section exist. 24.0 8.0 16.0 4.0 2.0
roadway, locate all exist. utilities,
and right-of-way. Reduce data and
prepare base topo plan.
2 Set prelim. intersection geometry, and 8.0 4.0 2.0 1.0
prepare prelim plans.
3 Design pavement section, and prepare 4.0 2.0
prelim. typical sections.
4 Prepare prelim. drainage plan. 8.0 8.0 2.0 1.0
5 Prepare a Preliminary Engineering 2.0 2.0 4.0 1.0
Assess ment, and submit it with Prelim.
Plans to City for review.
6 Meet with utility companies, and 4.0
review/coordinate utility relocation
requirements.
7 Set final geometry, and prepare plan 24.0 16.0 2.0 1.0
and profile sheets.
8 Prepare final drainage plan, and 1.0 8.0 8.0 2.0 1.0
computations for the project. Include
final drainage design on plan sheets.
•
SCOPE OF SERVICES / MANHOUR ESTIMATE APPENDIX A
IMPROVEMENTS TO THE INTERSECTION OF TOWNSHIP AND COLLEGE Page 2 of 3
FAYETTEVILLE, ARKANSAS
NOVEMBER, 1996
DESIGN PHASE SERVICES
Manhour Estimate
ITEM SURV. LAND CLRC. ENGR. DSGN. PROJ SUPR.
NO. ITEM DESCRIPTION CREW SURV. ASNT. TECH ENGR. ENGR. ENGR.
9 Prepare final typical sections and details 40.0 24.0 8.0 1.0
for the project, including the retaining wall
design.
10 Prepare X-sections. 8.n 2.0 1.0
11 Prepare specifications and contract 8.0 8.0 2.0
documents for the project.
12 Submit final construction documents to 1.0 4.0 1.0
the City for review.
13 Revise plans and specifications per 4.0 16.0 8.0 2.0
City review.
14 Submit revised/completed construction 4.0 1.0
documents.
16 Attend required City meetings - 8.0 8.0
design coord., Council meetings, etc.
24.0 8.0 16.0 134.0 74.0 55.0 18.0
BIDDING PHASE SERVICES
Manhour Estimate
ITEM CLRC. PROJ SUPR.
NO. ITEM DESCRIPTION ASNT. ENGR. ENGR.
1 Prepare final bid packages, advertise 16.0 12.0 1.0
for bids, and assist in the bidding
process.
16.0 12.0 1.0
SCOPE OF SERVICES / MANHOUR ESTIMATE APPENDIX A
IMPROVEMENTS TO THE INTERSECTION OF TOWNSHIP AND COLLEGE Page 3 of 3
FAYETTEVILLE, ARKANSAS
NOVEMBER, 1996
CONSTRUCTION PHASE SERVICES
Manhour Estimate
ITEM CLRC. ENGR. DSGN. PROJ SUPR.
NO. ITEM DESCRIPTION ASNT. INSP. ENGR. ENGR. ENGR.
1 Construction inspection and 24.0 320.0 8.0 24.0 2.0
preparation of monthly inspection
reports (60 day construction).
24.0 320,0 8.0 24.0 2.0
CONSTRUCTION STAKING SERVICES
Manhour Estimate
ITEM SURV. LAND
NO. ITEM DESCRIPTION CREW SURV.
1 Stake C.L. grade, curb both sides 40.0 16.0
at 100-ft. sta. and storm drainage,
and all radius points.
40.0 16.0
MANHOUR SUMMARY / FEE ESTIMATE APPENDIX B
IMPROVEMENTS TO THE INTERSECTION OF TOWNSHIP AND COLLEGE Page 1 of 2
FAYETTEVILLE, ARKANSAS
NOVEMBER, 1996
MANHOUR SUMMARY
DESIGN PHASE SERVICES UNITS RATE TOTAL
Survey Instrument Man 24.0 Hours $10.00 $240.00
Survey Party Chief 24.0 Hours $12.00 $288.00
Land Surveyor 8.0 Hours $17.50 $140.00
Clerical Assistant 16.0 Hours $10.80 $172.80
Engineering Technician 134.0 Hours $12.00 $1,608.00
Design Engineer 74.0 Hours $19.50 $1,443.00
Project Engineer 55.0 Hours $25.20 $1,386.00
Supervising Engineer 18.0 Hours $38.50 $693.00
Total Direct Labor $5,970.80
Overhead (147.84%) $8,827.23
Fixed Fee $2,251.96
Sub-Total $17,050.00
BIDDING PHASE SERVICES UNITS RATE TOTAL
Clerical Assistant 16.0 Hours $10.80 $172.80
Project Engineer 12.0 Hours $25.20 $302.40
Supervising Engineer 1.0 Hours $38.50 $38.50
Total Direct Labor $513.70
Overhead (147.84%) $759.45
Fixed Fee $196.85
Sub-Total $1,470.00
CONSTRUCTION PHASE SERVICES UNITS RATE TOTAL
Clerical Assistant 24.0 Hours $10.80 $259.20
Engineering Inspector 320.0 Hours $12.00 $3,840.00
Design Engineer 8.0 Hours $19.50 $156.00
Project Engineer 24.0 Hours $25.20 $604.80
Supervising Engineer 2.0 Hours $38.50 $77.00
Total Direct Labor $4,937.00
Overhead (147.84%) $7,298.86
Fixed Fee $1,864.14
Sub-Total $14,100.00
MANHOUR SUMMARY / FEE ESTIMATE APPENDIX B
IMPROVEMENTS TO THE INTERSECTION OF TOWNSHIP AND COLLEGE Page 2 of 2
FAYETTEVILLE, ARKANSAS
NOVEMBER, 1996
MANHOUR'`SU:MMARY
CONSTRUCTION STAKING SERVICES UNITS RATE TOTAL
Survey Instrument Man 40.0 Hours $10.00 $400.00
Survey Party Chief 40.0 Hours $12.00 $480.00
Land Surveyor 16.0 Hours $17.50 $280.00
Total Direct Labor $1,160.00
Overhead (147.84%) $1,714.94
Fixed Fee $435.05
Sub-Total $3,310.00
REIMBURSABLE EXPENSES UNITS RATE TOTAL
CADD Charges 134.0 Hours $20.00 $2,680.00
CADD Plotter Charges 20.0 Sheets $18.00 $360.00
Printing & Reproduction 400.0 Sheets $1.00 $400.00
Geotechnical (Subconsultant) $1,917.00
Sub-Total 55,357.00
TOTAL FEE $41,287.00
Appendix C
• McCLELLAND P.O. Box 1229
mgE CONSULTING Fayetteville,Arkansas 72702-1229
501-443-2377
/ DESIGNED To SERVE l ENGINEERS, INC. FAX 501-443-9241
GEOTECHNICAL INVESTIGATION SCOPE AND FEE SCHEDULE
TOWNSHIP & COLLEGE INTERSECTION
FAYETTEVILLE , ARKANSAS
for
Crafton Tull & Associates, Inc.
Rogers, Arkansas
October 28, 1996
Item No. Item Description/ASTM Designation Quantity Units Unit Price Extended
1 Equipment Mobilization and Demobilization 1 LS $75.00 $75.00
Backhoe Rental ( For CBR Samples Minimum of 4 hours ) 4 HR $45.00 $180.00
Soils Technician ( For CBR Samples ) 4 HR $30.00 $120.00
Excavation Repair (For CBR Samples) 1 LS $50.00 $50.00
Two Flagman ( For CBR Samples ) 4 HR $50.00 $200.00
Subtotal $625.00
2 Boring Setup Charges 2 EA $25.00 $50.00
Boring Layout 0.5 HR $56.00 $28.00
Subtotal $78.00
3 Soil Drilling and Sampling, ASTM D-1586 &ASTM D-1587
Soil Drilling (2 Borings in Street- 5 feet each ) 10 LF $8.00 $80.00
Subtotal $80.00
4 Soil and Rock Laboratory Testing
ASTM D-2216, Moisture Content Determination 4 EA $8.00 $32.00
ASTM D-4318, Liquid and Plastic Limit of Soils 2 EA $45.00 $90.00
ASTM D-422, Gradation Analysis of Soils (5 Sieves) 2 EA $50.00 $100.00
ASTM D-2166, Dry Unit Weight of Soil Specimans 4 EA $8.00 $32.00
ASTM D-1883, California Bearing Ratio 2 EA $250.00 $500.00
Subtotal $754.00
5 Geotechnical Report
Project Manager 1 HR $85.00 $85.00
Project Engineer 2 HR $65.00 $130.00
Boring Plot Plan & Log Preparation (Draftsman) 3 HR $35.00 $105.00
Report Preparation (Clerical) 2 HR $30.00 $60.00
Subtotal $380.00
ESTIMATED GEOTECHNICAL INVESTIGATION $1,917.00
QUOTE Not to exceed $1,925.00
SUMITTED BY:
. WAYN JON , P.E.
Project nger