R2006-116 08-14-06
RESOLUTION NO. R2006-116
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO
ENTER INTO AN ENGINEERING CONTRACT WITH LJA ENGINEERING
AND SURVEYING FOR DESIGN, BID AND CONSTRUCTION PHASE
SERVICES ASSOCIATED WITH THE BARRY ROSE EXTENSION
PROJECT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract by and between the City of Pearland and LJA
Engineering and Surveying, a copy of which is attached hereto as Exhibit "A" and made a
part hereof for all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute
and the City Secretary to attest a contract with LJA Engineering and Surveying for design,
bid and construction phase services associated with the Barry Rose Extension Project.
PASSED, APPROVED and ADOPTED th::-": ~!~ A.D., 2006.
TOM REID
MAYOR
ATTEST:
APPROVED AS TO FORM:
a~ irA ~
DARRIN M. COKER
CITY ATTORNEY
Exhibit "A"
Resolution No. R2006-116
CITY OF PEARLAND
STANDARD AGREEMENT
FOR ENGINEERING SERVICES
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City of Pearland, Texas
(hereinafter "Engineer") as ,! 1)
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The following information and referenced documents
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This Contract (Contract) is made between the
(hereinafter "City"), and LJA Engineering & Surveying, Inc.
follows:
1. Summary of Contract Terms.
shall be a part of this Contract:
Description of Project: Provide professional engineering services related to the
Hughes Ranch Road Extension.
En ineerlSubconsultant s Fee
LJA Engineering & $325,423.62
Surve in ,Inc.
Basis of Com ensation
NTE
Maximum Contract Amount $325,423.62 NTE
* All financial obligations created by this agreement are between the City and
Engineer, and shall not be construed to be between City and any subconsultant.
Delivery of plans, specifications and estimates: See attached schedule.
Attachments: Scope of Services & Cost Summary- Exhibit A
2. Services and Payment.
Engineer shall perform services within the Standard of Care of the Engineering
profession as follows:
A. Engineer will furnish services to the City in accordance with the terms and
conditions specified in this Contract. Payment for the services of Engineer shall be due
and payable upon submission and approval of a statement for services to City.
Statements for services shall not be submitted more frequently than monthly.
After consultation with the City, the Engineer shall specify the basis of
compensation in the scope of work for the project. The Engineer shall provide adequate
detail of the basis of compensation so that the City can determine the reasonableness
of the fees and have the ability to make reasonable progress payments to the Engineer
based upon work completed at the payment intervals. The Engineer shall subcontract
for all subconsultants, subject to City approval, necessary to complete the scope of
work. The subconsultant's fees and administrative mark-up, if any, shall be included in
the scope of work. Unless otherwise agreed upon, the method of compensation shall
be one of the following methods
1. Salary Cost Times Multiplier Plus Direct Nonsalary Expense ("Salary")
Compensation shall be based on 1) the direct salaries (including benefits)
of the Engineer's employees whose time is directly chargeable to the
project; 2) an agreed upon multiplier to compensate the Engineer for
overhead and profit; and 3) reimbursement for direct nonsalary
expenditures and subconsultant contracts as defined in the scope of work
for the project. The Engineer shall provide a proposal that includes the
total fees for the project, which shall not be exceeded without prior City
approval.
2. Per Diem ("Per Diem")
Compensation shall be based upon 1) an agreed upon lump sum per day
for specific services; and 2) reimbursement for direct nonsalary
expenditures and subconsultant contracts as defined in the scope of work
for the project. This method is best suited to expert witness work or other
short-term engagements involving intermittent services.
3. Cost Plus Fixed Fee ("Cost Plus")
Compensation shall be based upon 1) reimbursement of the actual costs
of all services and supplies related to the project and 2) an agreed upon
fixed fee (profit). The Engineer shall provide an estimate of the costs to
be reimbursed, but actual compensation shall be based upon invoices and
supporting documentation provided by the Engineer.
4. Lump Sum ("Lump")
Compensation shall be based upon an agreed lump sum payment for
completing the entire scope of work. This method is best suited to
investigations or studies and for basic services with limited scope and
complexity.
5. Percent of Construction ("Percent")
Compensation shall be based upon 1) the "Harris County Curve for
Engineering Compensation" for basic and construction phase services;
and 2) reimbursement for direct nonsalary expenditures and subconsultant
contracts as defined in the scope of work for the project. The Engineer
shall provide a proposal that includes the estimated construction cost of
the project and the total fees for the project. If the actual low bid for
construction is 20% above or below the estimate, the engineering fees are
subject to equitable adjustment by mutual agreement of the Engineer and
City.
2
If City fails to make any payment due Engineer for services and expenses within
thirty (30) days after receipt and approval of Engineer's statement for services therefore,
the amounts due Engineer will be increased at the rate of one half percent (1/2%) per
month from said thirtieth (30th) day, and, in addition, Engineer may, after giving seven
(7) days' written notice to City, suspend services under this Contract until Engineer has
been paid in full, all amounts due for services, expenses, and charges.
B. All the Engineer's working drawings, plans, and specifications, if required under
this Contract, shall be sufficiently accurate, detailed, and complete so that competitive
bids for the work can be obtained and the improvements constructed.
C. Approval of the Engineer's work by the City shall not release the Engineer, its
employees, agents, or consultants, from the responsibility and liability for the accuracy
and competency of their designs, working drawings, and specifications, or other
documents and services.
D. Subject to Article 8 herein or as otherwise agreed, the Engineer shall promptly
correct errors in the Engineer's work, including errors discovered after final payment,
without receiving additional compensation.
E. Prior to execution of this agreement, the Engineer shall have prepared a project
schedule identified as an attachment to this agreement. The Project Schedule shall be
submitted in digital and paper form, in the Microsoft Project for Windows format. The
Project Schedule shall contain a complete schedule so that the Engineer's scope of
services under this contract can be accomplished within the specified time and contract
cost. The Project Schedule will provide specific work sequence and definite review
times by the City and the Engineer of the work performed. If the review time should
take longer than shown on the project schedule, through no fault of the Engineer,
additional contract time may be authorized by the City through a supplemental
agreement, if requested by a timely written request from the Engineer and approved by
the City.
3. Term and Termination. This Contract term will begin upon execution and end sixty
days after issuance of the certification of completion of construction by the Engineer.
The City may terminate this Contract at any time during its term by giving written notice
to Engineer. The City shall pay the Engineer for all services rendered to the date of
termination.
4. Modifications. City without invalidating the Contract, may order changes within the
general scope of the work required by the Contract by altering, adding to and/or
deducting from the work to be performed. If any change under this clause causes an
increase or decrease in Engineer's cost of, or the time required for, the performance of
any part of the Services under the Contract, an equitable adjustment will be made by
mutual agreement and the Contract modified in writing accordingly.
3
5. Subcontracts. If, for any reason, at any time during the progress of providing
services, City determines that any subcontractor for Engineer is incompetent or
undesirable, City will notify Engineer accordingly and Engineer shall take immediate
corrective action, which may include cancellation of such subcontract. Subletting by
subcontractors shall be subject to the same regulations. Nothing contained in the
Contract shall create any contractual relation between any subcontractor and City.
6. Ownership of Documents. All drawings, report data, and other project information
developed in the execution of the services provided under this Contract shall be the
property of the City upon payment of Engineer's fees for services. Engineer may retain
copies for record purposes. Owner agrees such documents are not intended or
represented to be suitable for reuse by City or others. Any reuse by City or by those
who obtained said documents from City without written verification or adaptation by
Engineer will be at City's sole risk and without liability or legal exposure to Engineer, or
to Engineer's independent associates or consultants, and City shall indemnify and hold
harmless Engineer and Engineer's independent associates and consultants from all
claims, damages, losses, and expenses including attorneys' fees arising out of or
resulting therefrom. Any such verification or adaptation will entitle Engineer to further
reasonable compensation. Engineer may reuse all drawings, report data, and other
project information in the execution of the services provided under this Contract in
Engineer's other activities. Any reuse by Engineer will be at Engineer's sole risk and
without liability or legal exposure to City, and Engineer shall indemnify and hold
harmless City from all claims, damages, losses, and expenses including attorneys' fees
arising out of or resulting therefrom.
7. Insurance.
A. The Engineer shall procure and maintain for the duration of this Agreement,
insurance against claims for injuries to persons, damages to property, or any errors and
omissions relating to the performance of any work by the Engineer, its agents,
employees or subcontractors under this Agreement, as follows:
(1) Workers' Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3) Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of anyone person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
4
(4) Comprehensive Automobile and Truck Liability Insurance covering owned,
hired, and non-owned vehicles, with minimum limits of $1,000,000 for
injury or death of anyone person, $1,000,000 for each occurrence, and
$1,000,000 for property damage.
B. The Engineer shall include the City as an additional insured under the policies,
with the exception of the Professional Liability Insurance and Workers' Compensation.
Certificates of Insurance and endorsements shall be furnished to the City before work
commences. Each insurance policy shall be endorsed to state that coverage shall not
be suspended, voided, canceled, reduced in coverage or in limits except after thirty (30)
days prior written notice by certified mail, return receipt requested, has been given to
the City. Upon request, certified copies of all insurance policies shall be furnished to the
City.
8. Indemnitv. Engineer shall indemnify and hold the City, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every kind for
which Engineer is legally liable, including all expenses of litigation, court costs, and
attorney's fees, for injury to or death of any person, for damage to any property, or
errors in design, any of which are caused by the negligent act or omission of the
Engineer, his officers, employees, agents, or subcontractors under this Contract.
9. Assiqnment. Engineer shall not assign this Contract without the prior written
consent of the City.
10. Law Governinq and Venue. This Contract shall be governed by the law of the State
of Texas and no lawsuit shall be prosecuted on this Contract except in a court of
competent jurisdiction located in Brazoria County, Texas.
11. Entire Contract. This Contract represents the entire Contract between the City and
the Engineer and supersedes all prior negotiations, representations, or contracts, either
written or oral. This Contract may be amended only by written instrument signed by
both parties. Purchase orders issued under this Agreement shall contain a statement
nullifying additional terms and conditions on the reverse side of the purchase order and
referencing this Agreement.
12. Conflicts in Contract Documents. The above proVIsions shall govern over any
conflicting provision contained in any referenced contract document specified above.
13. Dispute Resolution Procedures. The Engineer and City desire an expeditious
means to resolve any disputes that may arise between them regarding this Contract. To
accomplish this, the parties agree to mediation as follows: If a dispute arises out of or
relates to this Contract, or the breach thereof, and if the dispute cannot be settled
through negotiation, then the parties agree first to try in good faith, and before bringing
any legal action, to settle the dispute by mediation of a third party who will be selected
by agreement of the parties.
5
EXECUTED and EFFECTIVE as ofthe14th day of August
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CITY OF PEARLAND
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STATE OF TEXAS S
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, " BEFORE ME, the undersigned Notary Public, on this day personally appeared
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foregoing instrument and acknowledged to me that he/she executed the same for the purposes
and consideration therein expressed.
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6
PEARL AND MOBILITY AND DRAINAGE IMPROVEMENTS
SCOPE OF SERVICES AND DELIVERABLE DOCUMENTS
HUGHES ROAD EXTENSION A
LJA Engineering and Surveying, Inc. (LJA) will perform professional engineering servIces
related to Hughes Road Extension A as generally described in this Scope of Services.
The scope of work to be provided includes preparation of a single construction package for the
Hughes Road Extension A (Project), with approximate limits from Pearland Parkway northeast
across Clear Creek approximately 2300 feet to connect with Hughes Road Extension B to be
constructed by the developer for Riverstone Ranch. These improvements include: (1) construct a
two lane, half boulevard, concrete roadway with a two lane bridge across Clear Creek, (2)
construct the ultimate full boulevard roadway with left turn lane at the intersection with Pearland
Parkway, (3) transition from the full boulevard section to half boulevard section before the bridge
over Clear Creek, and (4) provide a hydraulic impact analysis ofthe bridge at Clear Creek along
with potential detention requirements to ensure zero impact upstream and downstream for Clear
Creek.
The Scope of Services for the Project is generally described as follows:
1.0 BASIC SERVICES
A. Preliminary Design Phase
1. Attend preliminary conference with the City regarding the Project.
2. Review information related the Project.
3. Recommend and/or confirm final design criteria.
4. Outline specifications.
5. Develop or refine cost estimates.
6. Prepare a Preliminary Engineering Report (PER) which contain items 1-4
as well as other pertinent information such as anticipated problems and
alternate solutions. Provide three (3) copies of the PER to the City for
reVIeW.
B. Final Design Phase
1. Final design services include necessary engineering services for the
preparation of plans and specifications for recommended improvements
identified in the PER.
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1
2. Prepare detailed construction drawings, specifications, and construction
bid packages for the proposed Projects.
3. Prepare a final construction cost estimate based on the completed plans
and specifications.
4. Obtain required approvals from all governmental authorities with
jurisdiction over the design or operation of the Project.
5. Obtain signatures of all utilities affected by the Project.
6. Technical specifications will be prepared in City of Pearland format and
numbering system.
7. Interim design plan and specifications will be presented to the City for
review and comment. Two (2) copies of the following interim submittals
will be made:
a. 60% Complete; this submittal will include:
· Plans (bluelines) for interim City review
· Specifications Index with preliminary specifications
b. 90% Complete; this submittal will include:
· Plans (bluelines) for final City review
· Specifications for final City review
· Cost Estimate
c. 100% Complete; this submittal will include:
.
One set of reproducible drawings with signatures
.
One set of reproducible specifications and bid documents
.
Two (2) copies of plans (bluelines)
.
Two (2) copies of specifications
.
Two (2) copies of the final cost estimate
C. Bidding Phase
1. Prepare bid advertisement (City will publish in local newspaper). Attend
pre-bid conferences and prepare necessary addenda.
2. Assist City in obtaining bids and at bid opening (if necessary).
2
3. Assist in the tabulation and analysis of bids and furnish recommendations
on the award of the construction contract.
D. Construction Phase
Construction assistance services will be and include:
1. Attend pre-construction conferences and prepare pre-construction
conference meeting minutes, not to exceed 12 meetings.
2. Make periodic/monthly visits to the construction site, not to exceed 12
visits.
3. Review shop drawings.
4. Provide design clarifications and recommendations when requested.
5. Review contractor's pay estimates when requested.
6. Assist the City in determining dates of substantial and final completion of
the Project.
2.0 ADDITIONAL SERVICES
A. General
The following additional services are considered necessary to properly complete
the Project and will be provided as part of this Contract.
1. Topographic Survey. Provide field survey and topographic information in
computerized format (Auto CAD format) which was not included in the
current topographic information. The field survey will locate information
necessary to complete the engineering services described in this Scope.
Topographic survey will also include detention pond area as necessary.
2. Alignment Survey. Provide an alignment map, metes and bounds
descriptions of various parcels, parcel staking, and abstracting necessary to
establish the right of way necessary for the proposed improvements.
3. Geotechnical Report. Provide a geotechnical analysis and report to
include recommendations for the proposed pavement section and bridge.
Provide geotechnical investigation to evaluate subsurface soil conditions
for proposed improvements. Test borings, pavement sub grade
investigations, and engineering analysis will be provided.
4. Hydraulic Impact Analysis/Design. Provide a hydraulic impact analysis,
utilizing the FEMA effective model (TSARP update) for Clear Creek. The
analysis shall include the proposed two lane bridge for this project, a
3
future second two lane bridge, and detention requirements for the
proposed and future ultimate project. Analyze and design a detention pond
facility as required for the initial project wit future expansion for the
ultimate project, as necessary. A maximum of two (2) pond locations will
be evaluated. Upon acceptance of the pond alternative by the City, final
design of the pond will be conducted.
5. Conditional Letter of Map Revision (CLOMR). Prepare a conditional
letter of map revision as required by the Harris County Flood Plain
Administrator and the City of Pearl and's Flood Plain Administrator.
6. Storm Water Pollution Prevention Plan (SWPPP). Prepare a SWPPP for
the project to be utilized by the Contractor during the construction phase
of the project.
7. Traffic Signal Warrant Study. Develop and prepare a traffic signal warrant
study for the intersection of Hughes Road/Barry Rose and Pearland
Parkway. The warrant study shall determine the need for a traffic signal.
Since Hughes Road does not currently exist, the study shall project future
traffic volumes utilizing similar intersections within the area.
8. Traffic Signal Design. If signal is warranted, provide a signal design in
accordance with the City of Pearland's signal requirements for the
intersection including four way left turns.
9. TDLR compliance review for sidewalk construction.
10. Changes to the project drawings and specifications requested by the City
which are outside the scope of the project.
11. Reproduction of Bid and Construction Documents. Include reproduction
for 20 sets of construction documents for Project bidding and 12 sets of
construction documents for Project construction.
12. Record Drawings. Prepare record drawings upon completion of
construction to reflect as-built conditions. Record drawings shall be
completed in AutoCAD format.
13. Miscellaneous Services. Provide other services as directed in writing by
the City related to the Project.
4
3.0 TIME OF PERFORMANCE
The Engineer shall perform the professional engineering services in accordance with the
following:
Emdneerin2: Service
Calendar Davs
Basic Services
· Preliminary Design Phase
· Final Design Phase
· Bidding Phase
· Construction Phase
140
180
60
Per Construction Documents
4.0 COMPENSATION
A. Basic Services
Compensation for the professional engineering basic services provided as part of this
Contract shall be made as follows:
Services
Basis of
Compensation
Compensation
Total
Amount
· Basic Services
A. Preliminary Phase (25%)
B. Design Phase (55%)
C. Bidding Phase (5%)
D. Construction Services Phase (15%)
Lump Sum
Lump Sum
Lump Sum
Lump Sum
$ 42,430.91
93,347.99
8,486.18
25,458.54
Subtotal Basic Services
$ 169,723.62
B. Additional Services
Compensation for additional services provided as part of this Contract shall be made as
follows:
5
Basis of Total
Services Compensation Compensation Amount
. Additional Services (Not to Exceed)
1. Topographic Survey Invoice plus 10% 13,450.00
2. Alignment Survey Invoice plus 10% 19,050.00
3. Geotechnical Invoice plus 10% 10,500.00
4. Hydraulic Impact Analysis Engineer's Cost 30,000.00
5. CLOMAR Engineer's Cost 5,000.00
6. SWPPP Engineer's Cost 3,500.00
7. Traffic Warrant Study Engineer's Cost 15,000.00
8. Traffic Signal Design Engineer's Cost 24,600.00
9. TDLR Review Invoice plus 10% 600.00
10. Changes to Project Engineer's Cost 10,000.00
11. Reproduction of Bid & Construction Invoice plus 10% 6,500.00
Documents
12. Record Drawings Engineer's Cost 7,500.00
13. Miscellaneous Services Engineer's Cost 10,000.00
Subtotal Additional Services $155,700.00
TOTAL CONTRACT AMOUNT $325,423.62
Engineer's cost shall be according to the Engineer's Rates for services performed
by the Engineer. The Engineer's Rates are contained within the attached Schedule,
"Hourly Billing Rates".
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CITY OF PEARLAND - Hughes Road Extension A
ESTIMATE OF PROBABLE CONSTRUCTION COST
Roadway, Bridge, and Drainage
SECTION 1: SITE PREPARATION & EARTHWORK
Item Estimated
No. Quantity Unit Description Unit Cost Amount
1 5.3 AC Clearing & Grubbing $ 4,500.00 $ 23,850.00
2 12,500 CY Roadway Excavation 5.50 68,750.00
3 5,680 CY Channel Excavation 6.50 36,920.00
4 13,000 CY Embanlanent 6.00 78,000.00
5 1 LS Detention Facility 35,000.00 35,000.00
6 1 EA Project Sign 800.00 800.00
TOTAL SECTION 1: SITE PREPARATION & EARTHWORK $ 243,320.00
SECTION 2: PAVING
Item Estimated
No. Quantity Unit Description Unit Cost Amount
1 9,370 SY Sub grade Manipulation $2.00 $ 18,740.00
2 80 TN Lime (17.0 lbs/sy) 110.00 8,800.00
3 210 TN Fly-Ash (45.0 lbs/sy) 40.00 8,400.00
4 7,500 SY 10@ Concrete Pavement 43.50 326,250.00
5 5,400 LF 6@ Concrete Curb 2.10 11,340.00
TOTAL SECTION 2: PAVING $ 373,530.00
CITY OF PEARLAND - Hughes Road Extension A
ESTIMATE OF PROBABLE CONSTRUCTION COST
Roadway, Bridge, and Drainage
SECTION 3: BRIDGE
Item Estimated
No. Quantity Unit Description Unit Cost Amount
1 1,664 LF 16" Sq. Piling $60.00 $ 99,840.00
2 65 CY Abutments & Bents 800.00 52,000.00
3 6,800 SF 4" Reinf. Slab Cone. 12.00 81,600.00
4 200 LF 48" x 20" Cone. Box 100.00 20,000.00
5 1200 LF 60'" x 20" Cone. Box 110.00 132,000.00
6 200 LF Traffic Railing 70.00 14,000.00
7 210 LF Combination Railing 80.00 16,800.00
8 200 LF Pedestrian Railing 70.00 14,000.00
9 60 LF Sealed Expansion Joint 120.00 7,200.00
10 755 SY Concrete Surface Treatment 2.50 1,887.50
11 70 SY 10" Reinf. Cone. Approach Slab 75.00 5,250.00
TOTAL SECTION 3: BRIDGE $ 444,577.50
SECTION 4: DRAINAGE
Item Estimated
No. Quantity Unit Description Unit Cost Amount
1 2,580 LF Trench Safety $5.00 $ 12,900.00
2 780 LF 24@ RCP 60.00 46,800.00
3 1,000 LF 30@ RCP 76.00 76,000.00
4 300 LF 36@ RCP 100.00 30,000.00
5 300 LF 42@ RCP 125.00 37,500.00
7 100 LF 36" CMP 100.00 10,000.00
8 100 LF 48@ CMP 150.00 15,000.00
9 12 EA Type AC@ Curb Inlet 2700.00 32,400.00
10 8 EA Storm Manhole 3500.00 28,000.00
11 100 SY Rip-rap Outfall to Detention 35.00 3,500.00
12 420 SY Rip-rap Al 00-00-00 35.00 14,700.00
TOTAL SECTION 4: DRAINAGE $ 306,800.00
CITY OF PEARLAND - Hughes Road Extension A
ESTIMATE OF PROBABLE CONSTRUCTION COST
Roadway, Bridge, and Drainage
SECTION 5: SIGNALIZATION, SIGNING & PAVEMENT MARKINGS
2
Item Estimated
No. Quantity Unit Description Unit Cost Amount
1 1 LS Signal @ Pearland Parkway $175,000.00 $ 175,000.00
2 1 LS Signs 15,000.00 15,000.00
3 1 LS Pavement Markings 15,000.00 15,000.00
TOTAL SECTION 5: SIGNALIZATION, SIGNING & PAVEMENT MARKINGS $ 205,000.00
SECTION 6: SEDIMENT & EROSION CONTROL
Item Estimated
No. Quantity Unit Description Unit Cost Amount
1 850 SY Sodding For Erosion Control $ 4.00 $ 3,400.00
2 6 AC Hydromulch Seeding 1,100.00 6,600.00
3 2 AC Turf Est. w4" Top Soil 1,800.00 3,600.00
4 240 LF Inlet Protection Barrier 4.00 960.00
(Stage I), Fabric Fence
5 108 LF Inlet Protection Barrier 8.00 864.00
(Stage II), Gravel Bag
6 3000 LF Filter Fabric Fence 1.75 5,250.00
7 450 SY Stabilized Construction Exit 20.00 9,000.00
8 2 EA Rock Filter Dam 700.00 1,400.00
9 1 LS SWPPP - NO! 100.00 100.00
10 1 LS SWPPP - Annual Fee 100.00 100.00
TOTAL SECTION 6: SEDIMENT & EROSION CONTROL $ 31,274.00
3
CITY OF PEARLAND - Hughes Road Extension A
ESTIMATE OF PROBABLE CONSTRUCTION COST
Roadway, Bridge, and Drainage
SECTION 7: MISCELLANEOUS CONSTRUCTION
Item Estimated
No. Quantity Unit Description Unit Cost Amount
1 1035 LF Flexbeam Guardrail 40.00 $ 41,400.00
2 4 EA Flexbeam Guardrail Turndown 850.00 3,400.00
3 2 EA Temporary Barricades 750.00 1,500.00
4 2800 SY Sidewalk 40.00 11,200.00
TOTAL SECTION 7: MISCELLANEOUS CONSTRUCTION $ 57,500.00
SUBTOTAL ESTIMATED CONSTRUCTION COST
$1,662,001.50
CONSTRUCTION CONTINGENCY 15%
$249,300.50
TOTAL
$1,911,302.00
4
LJA ENGINEERING & SURVEYING INC.
BILLING RATE SCHEDULE
Classification
Unit
Billing Rate Range
Senior Project Manager VI
Department Manager V
Senior Engineer N
Engineer III
Engineer II
Engineer I
Coordinator III
Coordinator II
Coordinator I
Designer III
Designer II
Designer I
CAD Technician III
CAD Technician II
CAD Technician I
Senior Clerical
Clerical III
Clerical II
Clerical I
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
Hour
$160.00 - $175.00
$145.00 - $160.00
$120.00 - $145.00
$100.00 - $125.00
$85.00 - $100.00
$70.00 - $85.00
$115.00 - $145.00
$95.00 - $125.00
$85.00 - $105.00
$85.00 - $105.00
$75.00 - $105.00
$55.00 - $85.00
$70.00 - $90.00
$55.00 - $75.00
$40.00 - $60.00
$80.00 - $100.00
$65.00 - $80.00
$50.00 - $65.00
$30.00 - $50.00
1
II enll
c. L. DAVIS & COMPANY
LAND SURVEYING
1500 Winding Way
Friendswood, Texas 77546
281.482.9490
FAX 281.482.1294
cldavis@cldaviscompany.com
July 6, 2006
Mr. Charlie Beere, P.E.
LJA Engineering & Survey, Inc.
11821 East Frwy., Ste. 400
Houston, TX 77029
Re: Barry Rose Extension from Pearland Parkway to Riverstone Boundary
Proposal No. 2006-087
Dear Mr. Beere:
Our proposal for land surveying services for the above referenced project is as follows:
A. Perimeter Boundary Survey on Alexander tract and City of Pearland tract
located between Pearland Parkway and Clear Creek ....................................................... $4,200.00
B. Topographic Survey on 200' wide strip from Pearland Parkway to Clear Creek............. $3,600.00
C. Topographic Survey on Clear Creek 800' north and 800' south of proposed
crossing............................................................................................................................... $3,400. 00
D. Perimeter Boundary Survey on tracts between Clear Creek and Riverstone
bo undary ... ..... ...... ........ ....................... .... ........ ........ ........... ... ...................... ....... ..... ............ $5,600. 00
E. Topographic Survey on 200' wide strip from Clear Creek to Riverstone
bo undary ... ..... ........ .......... ........ ................................ ..... ............... .............. ........ ......... ........ $5,200.00
F. Preparation of 5 Route Surveys (fee includes metes and bounds descriptions,
drawing and monumentation of parcels) .......................................................................... $ 7, 500.00
Total Amount of Proposal........... ..................... ........ ................. ........ ................ ......... ............ $29,500.00
The following items will be invoiced at cost:
Reproductions
Submittal fee(s) to governmental agencies
Delivery service
Electronic Mail
Abstracting
2006-067 Barry Rose ExLdoc
Charlie Beere
July 6, 2006
Page 2
Any changes or revisions in the scope of the project after authorization to proceed will be billed on an hourly
basis as described below:
Principal
Registered Professional Land Surveyor (RPLS)
Technical/CAD
Three-man field crew
Data Collector
Clerical
$125.00
$95.00
$85.00
$110.00
$30.00
$50.00
.
All surveying services are under the jurisdiction of the Texas Board of Land Surveying: 7701 North Lamar,
Suite 400; Austin, Texas 78752; phone number: 512-452-9427. Any complaints about surveying services
should be sent to the above address to the attention of Complaints Officer of the Board.
Thank you for the opportunity to submit this proposal and we look forward to working with you.
Sincerely,
Approved & Accepted
C. L. Davis, R.P.L.S.
Mr. Charlie Beere, P.E.
Date
2006-087 Barry Rose Ext.doc
HTS, Inc. Consultants
416 Pickering Street, Houston, TX 77091
www.htshouston.com
Phone 713-692-8373
Fax 713-692-8502
Toll Free 1-800-692-TEST
Excellence in Engineering, Consulting, Testing and Inspection
June 13, 2006
City of Pearland
c/o LJA Engineering & Surveying, Inc.
11821 East Freeway, Suite 400
Houston, Texas 77029
Attn: Mr. Charles W. Beere, P.E.
Re: Proposal
Geotechnical Investigation
Berryrose Road Extension" A"
from North of Pearland Parkway
to about 1,350 Feet North of Clear Creek
Brazoria and Harris Counties, Texas
HTS Proposal No.: LJA-1926
Dear Mr. Beere:
1.0 INTRODUCTION
In response to your request, HTS, Inc. Consultants (HTS) is pleased to submit this proposal
to the City of Pearland and LJA Engineering and Surveying, Inc. (LJA) to provide a
geotechnical investigation pertaining to the proposed extension of Berryrose Road from just
north of its intersection with Pearland Parkway to approximately 1,350 feet north of Clear
Creek in both Brazoria and Harris Counties, Texas (see Key Map 615 Square G).
It is our understanding that Extension" A" will consist of the following:
Construction of approximately 2,300 Lf. of boulevard roadway with curb and gutter
drainage, from about 950 l.f. south of Clear Creek to about 1,350 Lf. north of Clear
Creek Creek. Segment "A" will consist of only 1 side of the boulevard, meaning that
only 2 lanes of the 4-lane divided roadway will be built at this time.
Construction of a 2-lane bridge (1 side of the boulevard roadway) across Clear Creek
about 200 to 300 l.f.
The remaining portions of this letter present the proposed work scope, estimated costs, and
an estimated schedule to provide the geotechnical engineering services.
. Geotechnical Engineering' Materials Testing and Inspection' Environmental Consulting' Geosynthetics and Construction QAlQC
SArvinn thA Cnn~truction_ P~trnl~um and Waste Industri~s
City of Pearland
June 13,2006
Page2of4
2.0 SCOPE OF WORK
HTS proposes that the scope of work for the geotechnical investigation be as follows:
. Drill and sample a total of 7 geotechnical borings: 5, 5-foot deep borings will be drilled
along the roadway extension alignment at 500-foot intervals and 2, 80-foot deep borings
will be drilled at the approximate abutment locations for the proposed bridge that will
span Clear Creek.
. Obtain both disturbed and relatively undisturbed soil samples from the borings with
continuous samples being taken from the ground surface to a depth of 20 feet, as
applicable, and at 5-foot intervals thereafter.
. Measure the depth to groundwater in the borings during drilling and approximately 24
hours after the completion of drilling.
. Backfill the borings with soil cuttings after obtaining 24-hour groundwater level
measurements.
. Perform geotechnical laboratory tests on soil samples recovered during drilling in order
to determine the engineering properties of the site sub grade soils. Laboratory testing
will include Atterberg limits, percent soil finer than the No. 200 sieve, sieve analyses
including hydrometer analyses, unconfined compression tests, unconsolidated
undrained triaxial tests, consolidated undrained triaxial tests with pore pressure
measurements, standard compaction tests, and California Bearing Ratio tests. Soil
classifications will be performed in strict accordance with ASTM D 2487.
. Characterize the site subsoil and groundwater conditions and provide the results on both
the boring logs and soil profiles.
. Determine the potential use of the excavated soils as fill material.
. Complete slope stability analyses for Clear Creek for the purposes of determining stable
slope inclinations for the side slopes.
. Provide unit pile capacity design parameters and installation methods/monitoring
requirements for piles to support the bridge across Clear Creek.
. Analyze erosion potential as a result of water flow velocities, wave action, rainfall, runoff,
and dispersive soils and provide erosion control recommendations, as needed, in
accordance with Item 5.3 in the HCFCD "Geotechnical Investigation Guidelines" dated
May 1997.
t!!:~.~:J
City of Pearland
June 13, 2006
Page 3 of 4
. Perform pavement design analyses for the roadway and determine the required
pavement section in accordance with Harris County and AASHTO design requirements
for roadways.
. Develop/provide recommendations concerning site preparation requirements for the
pavement subgrade soils.
. Submit 5 copies of the final report.
3.0 COST AND SCHEDULE
HTS' estimated cost to complete the scope of work as defined in Section 2.0 above is
itemized as follows:
Estimated Unit Estimated
Hem Quantity Price rost
Mo bilization/ demolization Lump Sum $ 275.00
Drilling/sampling 185 U. $ 11.50 $ 2,127.50
(5 borings@ 5' & 2 borings @ 80')
-Layout borings 4 hours $ 45.00 S; 1 RO 00
Subtotal: $ 2,582.50
. T ,ahoratory analyses
Atterberg limits (ASTM D 4318) 20 tests $ 40.00 $ 800.00
Unconfined compression test 16 tests $ 30.00 $ 480.00
(ASTM D 2166)
Water content (ASTM D 2216) 10 tests $ 7.00 $ 70.00
Moisture content and in situ dry 16 tests $ 17.00 $ 272.00
density (ASTM D 2937)
Percent material passing no. 200 18 tests $ 30.00 $ 540.00
sieve (ASTM D 1140)
Consolidated undrained triaxial 1 tests $ 380.00 $ 380.00
test (ASTM D 4767)
Pinhole test (ASTM D 4647) 1 tests $ 175.00 $ 175.00
Standard proctor (ASTM D 698) 1 tests $ 150.00 $ 150.00
California Bearing Ratio, CBR 3 tests $ 158.00 $ 474.00
(ASTM D 1883)
Remold test samples by 4 hours $ 45.00 S; 1 SO.OO
soil technician
Subtotal: $ 3,521.00
t1f.'!:~:.:J
City of Pearland
June 13,2006
Page 4 of 4
Hem
. Fieln !';npervi!';ionJ en~jneerjn~ ~n~ly!';j!';
~nn report prep~r~tjon
Senior engineer, P.E.
Staff engineer, E.I.T.
Support personnel
Estimated
Qn~ntjty
Unit
Price
Estimated
Cost
16 hours $ 105.00 $ 1,680.00
20 hours $ 75.00 $ 1,500.00
6 hours $ 35.00 ~ 210.00
Subtotal: $ 3,390.00
TOTAL: $ 9,493.50
We anticipate that it will take 3 to 4 weeks to complete the work as outlined above, subject to
site access or inclement weather. Weekly progress updates and interim recommendations can
be provided as the work progresses.
4.0 CLOSING REMARKS
We appreciate having the opportunity to present this proposal to the City of Pearland and
LJA and look forward to being of service to you. Should you have any questions or require
additional information, please do not hesitate to contact me at your convenience.
Respectfully submitted,
HTS, Inc. Consultants
~1C)
Terry J.4
President
AGREED TO TillS _ DAY OF
BY:
TITLE:
FIRM:
TJJ:cg
h:word/proposals-06/LJA-1926
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