R2004-111 07-12-04RESOLUTION NO. R2004-111
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 S & B
INFRASTRUCTURE FOR ENGINEERING SERVICES ASSOCIATED WITH
THE MAGNOLIA ROAD SEWER 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 S & B
Infrastructure, acopy ofwhich 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 S & B Infrastructure, for engineering
services associated with the Magnolia Road Sewer Project.
PASSED, APPROVED and ADOPTED this the 12th day of Jul v ,
A.D., 2004.
TOM REID
MAYOR
ATTEST:
N ,T C
C Y RETARY
APPROVED AS TO FORM:
~ < <~
DARRIN M. COKER
CITY ATTORNEY
RESOLUTION NO. R2004-111
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 S & B
INFRASTRUCTURE FOR ENGINEERING SERVICES ASSOCIATED WITH
THE MAGNOLIA ROAD SEWER 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 S & B
Infrastructure, acopy ofwhich 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 S & B Infrastructure, for engineering
services associated with the Magnolia Road Sewer Project.
PASSED, APPROVED and ADOPTED this the 12th day of Jul v ,
A.D., 2004.
st.~
TOM REID
MAYOR
ATTEST:
NG ,T C
C Y RETARY
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
O's-off
Exhibit "A"
Resolution 2004111
08-0079
CITY OF PEARLAND
STANDARD AGREEMENT
FOR ENGINEERING SERVICES
This Contract (Contract) is made between the City of Pearland, Texas
(hereinafter "City"), and S&B Infrastructure (hereinafter "Engineer") as follows:
1. Summary of Contract Terms. The following information and referenced documents
shall be a part of this Contract:
Description of Project: Revision of plans on the Magnolia Road Sewer.
En ineer/Subconsultant s Fee Basis of Com ensation
S&B Infrastructure $78,603.00 Lum Sum
Maximum Contract Amount $78,603.00 Lump Sum
* 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: Sixty (60) days from completion of
Construction.
Attachments: Scope of Services -Exhibit A
Project Schedule -Exhibit B
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:
~aaD~ti~~
~~
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.
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 (30~h) 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 any one 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 any one 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. Indemnity. 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. Assignment. Engineer shall not assign this Contract without the prior written
consent of the City.
10. Law Governing 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.
s
EXECUTED and EFFECTIVE as of the 13th day of Ju]y , 2004
CITY OF PEARLAND
By:
Printed Name: gi 11 Eisen
Title: City Manager
STATE OF TEXAS §
COUNTY OF /~- 2d ~'~a- §
ENGINEE
By:
Printed Name: ~~ s. i~aaish, i~
Title: Vice I'resid~t Operations
BEFORE ME, the undersigned Notary Public, on this day personally appeared
known to me to be the person whose name is subscribed to the
foregoing instrument and acknowledged to me that he/she executed the same for the purposes
and consideration therein expressed.
GIVEN UNDER MY HAND
~-~ , A.D., 200~f
t y,YV
o --~~~ Pk,~~nLA1{.. N-~+LEpHMAN
s`r~'j i M~t~ry ~UY~'Qf $T84® Q} Tai B8
~'~ ~~~~',t ;,py~ ~~ tid?9T1111~~$}®73 EXpIP98:
~~~RIL 2, X005
STATE OF TEXA §
COUNTY OF S_ §
Printed Name: e-~~~- ~// ~~~a-~-~-
My Commission Expires: ,'/ ~ ~ a 6 ~
O E IE, t e dersigned Notary Public, on this day personally appeared
known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he/she executed the same for the
purposes and consideration therein expressed.
GIVEN UNDER MY HAND AND SEAL F OFFICE THIS ~ DAY OF
A.D., 20~.
d~(!)I>
N~TARY PUBLIC IN ANC FOR THE
STATE OF TE
~ RHONDAS.LEMOINE Printed Name: ~OnQ U• ~.Li7?~~I~G
rOTARY W18LIC STATE OF f ENA~
~; corriasior Exriees: My Commission Expires: l' ~~ Z009
OCTOBER 17, ZOOT
AND SEAL OF OFFICE THIS ~3 DAY OF
~ '
NOTARY PUBLIC IN AND FOR THE
STATE OF TEXAS
i`xhibit "A"
Ft~sa~ltation ~!®. R21~0~-1 ~ 1
Mr. Joe Wertz
City of Pearland
3519 Liberty Drive, 3`d Floor
Pearland, Texas 77581
Re.:Utility Relocations Along Magnolia Street
From Veterans Drive to State Highway 35
Request for Supplemental Funds
Dear Mr. Joe Wertz:
July 6, 2004
S&B Letter No.: U-0071-014
S&B ProjectNo.: U-0071-400
Bid No.: B2004-017
S&B Infrastructure, Ltd. (S&B) respectfully requests supplemental funds in the amount of $78,603 for the
preparation of two (2) sets of construction documents using the original contract plans and specifications. The
first set of construction documents will be an addendum to Reddico's current contracts. The second set of
construction documents will consist of the preparation of "bid ready" PS&E's for bidding purposes.
The addendum will include approximately 1,50.0 linear feet of 30-inch sanitary sewer beginning at the Veterans
Lifts Station and proceeding east and ending in front of Evans Trucking Company. The new set of PS&E's will
begin at a manhole in front of Evans Trucking Company and proceed east to the Burlington Northern Railroad
tracks. Just before the railroad tracks the 30-inch sanitary sewer will proceed under the tracks in a northeastly
direction to the north side of Magnolia Street. Then the 30-inch sanitary sewer will proceed along the north side
of Magnolia final crossing under State Highway 35. The engineer's opinion of construction cost for this
modification is $958,511. This is a cost savings of $758,281 when compared with Reliance's original
construction cost.
Attached for your review is a detailed opinion of engineering cost showing the total number of anticipated man-
hours and corresponding cost. Also included are descriptions of S&B employee classifications involved and their
corresponding man-hours from our accounting system.
If you have any questions or need more information, please call me at 713-845-5417.
Sincerely,
Mike Harju, P.E.
Project Manager
Attachment:
JMH/jmh
~pSTRUCTURE, LTD. _ OPINION OF ENGINEERING COST
p •.~w•..n O ~Rr".n
FOR
Utility Relocation along Magnolia Street
from Veterans Drive to State Highway 35 Eliminating Trenchless Construction
City of Peariand
CoP Ord. No.: R2I104-017
S&B Project No. 00071
~~~
Revised: Jul. 6, 2004
DESCRIPTION
Dir/PM
Sr. En .
PE
EIT/Ds n
CADD
Cler TOTAL
MANHOURS TOTAL
COS"f
BASIC SERVICES:
Prelimina Phase Area 100 I.S
Pro ect Sco Develo ment and Coordination Meetin 4 2 6 $ 762
Coordination Meetin with CoP Prelimin Ali ment 4 4 8 16 32 $ 2,952
Subtotal Prelimiua Pbase Area 100 IS : 8 6 8 I6 38 $ 3 714
Des" n Phas Area 200 I,S
Coordination with TxDOT for Permit Ac uisition 1 4 4 4 1 14 $ 1,320
Coordination with Railroad for Permit Ac uisition I 4 4 4 1 14 $ 1,320
Coordination with TC&B for Brid a Foundations 1 4 4 4 1 l4 $ 1,320
Cover Pa e and Index of Drawin s 1 1 2 2 4 1 10 $ 906
General Notes 1 1 2 2 4 1 10 $ 906
Abbreviations and Le end I 1 2 2 4 1 10 $ 906
To a hic Stuve Exhibit 3 1 2 6 4 1 14 $ 1,290
Sheet Layout /Core Boring Plan /Survey Baseline
Documentation and Control I I 2 2 4 1 10 $ 906
Plan & Profile Sheets - Ma nolia Street San Swr (3 4 20 40 120 2 186 $ 15,714
Standard Details 2 1 4 4 4 I ]4 $ 1,320
SWPPP Plan & Details 2 I 4 4 4 1 14 $ 1,320
Misc Details Railroad Crossin 1 1 2 4 4 1 12 $ 1,098
Cost Estimate 1 8 8 17 $ 1,791
Technical S eifications 2 12 24 8 46 $ 4,362
Subtotal Des' n Phase, Area 200 S : 18 72 110 164 21 385 $ 34,479
Bid Phas Area 300 IS : 4 8 40 26 4 82 $ 7,566
Provide U ated Cost Est. on Final Bid Form
Provide M lar Se ias of "As-Bid" Drawin s
Provide "TIFF" Files of "As-Bid" Drawin s
Provide Re roducible of Pro ect S cs.
Pre re "Bid Advertisement" & "Notice to Bidders"
Conduct Pre-Bid Mee[in at Cit of Pearland Offices
Pre re Addenda if needed
Provide M lars & "TIFF" Files of Modified Sheets
Assist the Owner with Obtainin Bids
Review Bids and Submitted Documents
Provide "Summa "and "Detailed" Bid Tabulations
Provide Recommendation of Award Letter
Subtotal Bid P Area 300 I,S : 4 8 40 26 4 82 $ 7566
Coustruceon Phase Ares 400 I"S : 12 22 42 74 12 162 $ 14 328
Prepare Addendum No. 1 Vetenpa Lik Station Contract 4 4 16 60 8 92 $ 7,476
Conduct Pre-Construction Meetin & Issue Minutes
Make Periodic Site Visits Min. Bi-week!
Maintain Communication with Ci Field Ins ctor
Provide Written Re rts of Site Visits
Consult & Advise Owner As Needed
Pre re Si , & Issue C.O.'s for Owner A v.
Review Sho Dw s., Lab R ts., & Mill Tests
Review Contractors Pa Estimates
Conduct Pre-final Walk Throu h Ins coon
Pre re Final Punch list
Issue Certificate of Substantial Com letion
Conduct a Final Walkthrou h Ins c[ion
Issue a Certificate of Com letion
Subtotal Coretructiou Phase, Area 400 IS : 16 26 58 134 20 254 $ 21,804
TOTAL BASIC SERVICES: 46 S 104 216 340 45 759 $ 67,563
Sage3:tpropct4J00711cost EsfimateslErg1007lJorth Side San Swr ergr~np-cost-7-06-01
Forrn: 926rD2 Page 1 of 2
Originated 10!032002
Pdrrted: 7/72004
-~~! ,....ASTRUCTURE. LTD. OPINION OF ENGINEERING COST
n ._.... ~ o ~~......
FOR
Utility Relocation along Magnolia Street
from Veterans Drive to State Highway 35 Eliminating Trenchless Construction
City of Peartand
CoP Ont. Nn.: 82004017
S&B Project No. U0071
tf _ ; ~~~
Revised: Jul. 6.2004
DESCRIPTION
Dir/PM
Sr. En .
PE
EIT/Ds n
CADD
Cler TOTAL
MANHOURS TOTAL
COST
ADDITIONAL SERVICES:
E ince '
Traffic Control Plans and Details 2 l 4 10 20 1 36 $ 3 096
Drawin Revisions Re nested b Owner I 2 0 8 36 47 $ 3,855
Subtotal En ineeri 2 2 4 18 56 1 83 $ 6 951
Reimbursable Ex rases:
Courier +/-20 Deliveries ~ $IS/ea. $ 300
Milea e/Travel +/-20 Trips 52 mi/trip $0.345/mi $ 359
Internal Re reduction - Bluelines 35 Blue Line Sets of 32 Drawings Per Set $ 1,680
fraternal Re reduction -Xerox Co ies 35 Xerox Se[s of 200 Pages $ 1,750
Subtotal Reimbursable Ex ages: $ 4 089
Subconsultants:
Subconsultant Administrative Fee 10%
Subtotal Subconsullants:
TOTAL ADDITIONAL SERVICES: 2 2 4 18 56 1 83 $ 11,040
TO'I A1. COST: 48 10 108 234 39G 4G 842 ~ 78,603
Sage3lproject\00077\Cost Estimates\Eng\007~1oM Side San Swr engr-mp-cost-7-06-04 Originated: 10/03/2002
Form: 925102 Page 2 of 2 Pooled: 7!72004
REVISED SOUTH/NORTH REROUTING OF
UTILITY RELOCATIONS ALONG MAGNOLIA STREET FROM
. , \ . ,,, ~~ VETERANS DRIVE TO MAIN (SH35)~0" SANITARY SEWER
BID TABULATION
ITEM
NO. SPEC
ITEM NO. BID ITEM DESCRIPTION UNIT QTY UNIT PRICE BID
IN NUMBERS AMOUNT BID
BASE BID ITEMS
I Ol SOS Mobilization Limit of 3% of Total Bid LS 1 S 27,698.37 S 27,698.37
2 01555 Fla en f{R 280 S 33.00 S 8,250.00
3 O155S Traffic Control and Regulation During Construction, Including Signs
and Barricades, in Accordance with MUTCD, Complete in Place I S 1 S 9,300.00 S 9,300.00
4 O1S70 Trench Saf S stem LF 4132 S 1.00 S 4,132.00
S 01564 Control of Ground Water and Surface Water LF 4132 S 1.00 S 4,132.00
6 O1S60 Fiher Fabric Fence, Com lete m Place LF 3526 S 1.10 S 3,878.60
7 01560 Reinforced Fiher Fabric Barrier, Com lete in Place LF 887 S 1.40 S 1,24L80
8 02530 6-Inch Sanitary Sewer Lead, Open Cut LF 500 S 31.91 S 15,955.00
9 02415 6-Inch Sani Sewer Lead In 12-Inch Au red Steel Sleeve LF 280 S 135.94 $ 33,985,00
10 02531 Sani Sewer Stack for 6-Inch Lead EA 10 S 965.67 S 9,656.70
1 1 02531 6-Inch Plu EA 4 S 35.67 S 142.68
12 02530 18-Inch San Sewer, O n Cut, 12-14 Feet Dee LF 30 S 74.00 S 2,220.00
13 02530 30-Inch San' Sewer, Cut, 20-22 Feet D LF 2078 S 75.00 S 155,850.00
14 02530 30-Inch San Sewer, O Cut, 22-24 Feet Dee LF 807 S 85.00 S 68,595.00
1 S 02530 30-Inch San Sewer, O n Cut, 24-26 Feet Dee LF 896 S 98.30 S 58,586.80
16 02415/02441 Trenchkss Construction of 30-Inch San' Sewer LF 148 S 576.90 $ 83,650.50
17 02415 Trenchless Construction of 30-Inch Sanitary Sewer at Rar7road
Crossing in 42-Inch Steel Casing LF 250 S 576.90 S 144,225.00
18 02415 Trenchless Construction of 30-Inch Sanitary Sewer at State Highway
3S N 42-Inch Steel Casing LF 173 S 576.80 S 99,803.70
19 02542 8-Foot Sanitary Sewer Manhole (5-Foot Diameter) (Corrosion
Resistant) EA 14 S 4,350.00 S 60,900.00
20 02542 Extra De For San' Sewer Manhole (Corrosion Resistant) VF 198 S 196.50 S 38,907.00
21 02542 8-Foot Sanitary Sewer Manhole (8-Foot Diameter) (Corrosion
ResistanQ at Station 53+32.56 ~ I S 17,362.67 S 17,362.67
22 02542 Extra Depth For Sanitary Sewer Manhole (Corrosion Resistant) at
Station 53+32.56 VF 14.5 S 264.33 S 3,832.79
23 02542 Standard l8-Inch Manhole Dro EA 1 S 1,825.00 S 1,825.00
24 02542 Extra De th for 18-inch Manhole Dro LF 9 S 38.67 S 348.03
2S NA Connect l8-Inch Gra San Sewer to Existin Manhole EA 1 S 1,016.67 S 1,016.67
26 NA Convert Lifl Station Wet Well at Station 43+24 to Sanitary Sewer
Manhole end Connect to Trunk Line with 6" Sanitary Sewer Lead LS 1 S 8,583.33 S 8,583.33
27 02220 Cut, Plug, And Abandon Existing 4" Forcemain from Station 43+24 to
Station 52+70 LS 1 S 2,183.33 S 2,183.33
28 02220 Cut, Plug, and Grout 18-Inch Sanitary Sewer from Station 12+27 to
Station 18+SO LS 1 S 1,801.67 S 1,801.67
29 02220 Fill and Dis se To S Feet of Existin Manhole EA 1 $ 730.00 S 730.00
30 02921 H dromuk:h Seedin SY 21240 S 0.30 S 6,372.00
31 02200 Clearin and Grubbin SY 5372 $ 1.84 S 9,884.48
32 NA Allowance for Private U Relocation and Bracin LS ] S 10,000.00 S 10,000.00
33 NA Remove and R lace Plastic Fence LS 1 S 341.33 S 341.33
34 NA Remove and Re lace Chain-Link Fence LS 1 S 3,517.00 S 3,517.00
3S NA Remove and Re lace Landsca in LS 1 S 2,333.67 S 2,333.67
36 02220 Concrete Demolition CY SS S 9.37 S 515.35
37 NA Reconstruct Ditches LF 3618 S 1.72 S 6,222.96
38 NA Remove and Re lace S' at Station 27+00 LS I S 317.00 S 317.00
43 NA Remove and Reconstruct Concrete Drivewa s SY 167 S 40.00 S 6,680.00
44 NA 30-Inch San' Sewer, O Cut, 20-22 Feet w/ Casin LS 120 S 300.00 S 36,000.00
SUBTOTAL BASE B[D ITEMS S 950,977.43
EXTRA ITEMS
45 02252 Cement Stabilized Sand to Obtain Stable Trench Bottom or Manhole
Base TON S S 13.50 S 67.50
46 02922 Soddin SY 100 S 6.30 S 630.00
47
48 02318
02318 Machine Excavation to Obtain Stable Trench Bottom or Manhole Base
Crushed Rock to Obtain Stable Trench Bottom or Manhole Base CY
CY 100
100 S 3.00
$ 35.60 S 300.00
S 3,560.00
49 02530 We[ Sand Construction for 18-Inch Sanitary Sewer, Open Cut, 12-14
Peet Deep LF 10 $ 6.37 S 63.70
SO 02530 Wet Sand ConsWCtion for 30-Inch Sanitary Sewer, Open Cut, 20-22
Feet Deep LF 100 S 9.60 S 960.00
S l 02530 Wet Sand Construction for 30-Inch Sanitary Sewer, Open Cut, 22-24
Feet Deep LF 100 S 9.60 S 960.00
S2 02530 Wet Sand Construction for 30-Inch Sanitary Sewer, Open Cut, 24-26
Feet Deep LF 100 S 9.93 $ 993.00
SUBTOTAL EXTRA ITEM S $ 7,534.20
Page 1 of 2
oaio voa
REVISED SOUTHINORTH REROUTING OF
UTILITY RELOCATIONS ALONG MAGNOLIA STREET FROM
~ ~ VETERANS DRIVE TO MAIN (SH35~-30" SANITARY SEWER
BlD TABULATION
0~,.
ITEM
NO. SPEC
ITEM NO. BID ITEM DESCRIPTION UNIT QTY UNIT PRICE BID
IN NUMBERS AMOUNT BID
GRAND TOTAL S 958,511.63
Page 2 of ] 03/01!04
July 6, 2004
Mr. Joe Wertz
City of Pearland
3519 Liberty Drive, 3`d Floor
Pearland, Texas 77581
S&B Letter No.: U-0071-014
S&B ProjectNo.: U-0071-400
Bid No.: B2004-017
Re.:Utility Relocations Along Magnolia Street
From Veterans Drive to State Highway 35
Request for Supplemental Funds
Dear Mr. Joe Wertz:
S&B Infrastructure, Ltd. (S&B) respectfully requests supplemental funds in the amount of $78,603 for the
preparation of two (2) sets of construction documents using the original contract plans and specifications. The
first set of construction documents will be an addendum to Reddico's current contracts. The second set of
construction documents will consist of the preparation of "bid ready" PS&E's for bidding purposes.
The addendum will include approximately 1,500 linear feet of 30-inch sanitary sewer beginning at the Veterans
Lifts Station and proceeding east and ending in front of Evans Trucking Company. The new set of PS&E's will
begin at a manhole in front of Evans Trucking Company and proceed east to the Burlington Northern Railroad
tracks. Just before the railroad tracks the 30-inch sanitary sewer will proceed under the tracks in a northeastly
direction to the north side of Magnolia Street. Then the 30-inch sanitary sewer will proceed along the north side
of Magnolia final crossing under State Highway 35. The engineer's opinion of construction cost for this
modification is $958,511. This is a cost savings of $758,281 when compared with Reliance's original
construction cost.
Attached for your review is a detailed opinion of engineering cost showing the total number of anticipated man-
hours and corresponding cost. Also included are descriptions of S&B employee classifications involved and their
corresponding man-hours from our accounting system.
If you have any questions or need more information, please call me at 713-845-5417.
Sincerely,
Mike Harju, P.E.
Project Manager
Attachment:
JMH/jmh
-~~IISTIIUCTURE. LTQo OPINION OF ENGINEERING COST
~, o ..
FOR
Utility Relocation along Magnolia Street
from Veterans Drive to State Highway 35 Eliminating Trenchless Construction
City of Pearlaod
('uP Chd. So.: 12 2110 4-111 7
S&B Project No. U0071
~ ',~~
Revised ]ul. 6. 2004
DESCRIPTION
Dir/PM
Sr. En .
PE
EIT/Ds n
CADD
Cler TOTAL
MANHOURS TO"fAL
COST
BASIC SERVICES:
Preliminary Phase, Area 100 LS
Pro ect Sco Develo ment and Coordination Meetin
4
2
6
$ 762
Coordination Meetin with CoP Prelimina Ali ment 4 4 8 16 ?2 $ 2,952
Subtotal Prelimina Phase Area 100 LS : 8 6 8 16 38 $ 3 714
Des' n Phase Area 200 LS
Coordination with TxDOT for Permit Ac uisition
1
4
4
4
1
14
$ 1,320
Coordination with Railroad for Permit Ac uisition 1 4 4 4 I 14 $ 1,?20
Coordination with TC&B for Brid a Foundations
Cover Pa e and Index of Drawin s 1
General Notes l 1
1
l 4
2
2 4
2
2 4
4
4 1
1
1 14
] 0
10 $ 1,?20
$ 906
$ 906
Abbreviations and Le end 1 1 2 2 4 1 Ill $ 906
To ra hie Stnve Exhibit 3 I 2 6 4 1 14 $ 1,290
Sheet Layout /Core Boring Plan! Survey Baseline
Documentation and Control 1
Plan & Profile Sheets - Ma olia Street San Swr (3 I
4 2
20 2
40 4
120 1
2 1(1
186 $ 906
$ 15,714
Standard Details 2 1 4 4 4 1 14 S 1,?20
SWPPP Plan & Details 2 I 4 4 4 1 I4 $ 1,?2(1
Misc Details Railroad Crossin 1 1 2 4 4 1 1'2 S 1,098
Cost Estimate 1 8 8 17 S 1'791
Technical S cifications 2 12 24 8 46 ~ 4.?(2
Subtotal Des' n Phase Area 200 LS : 18 72 110 164 21 385 $ 34 479
Bid Phas Area 300 S : 4 8 40 26 4 82 $ 7,566
Provide U ated Cost Est. on Final Bid Form
Provide M lar Se ias of "As-Bid" Drawin s
Provide "TIFF" Files of"As-Bid" Drawin s
Provide Re roducible of Pro ect S cs.
Pre are "Bid Advertisement" & "Notice to Bidders"
Conduct Pre-Bid Meetin at Cit of Pearland Offices
Pre are Addenda if needed
Provide M tars & "TIFF" Files of Modified Sheets
Assist the Owner with Obtainin Bids
Review Bids and Submitted Documents
Provide "Summa "and "Detailed" Bid Tabulations
Provide Recommendation of Award Letter
Subtotal Bid Phase Area 300 LS : 4 8 40 26 4 82 $ 7 566
Construction Phase Area 400 LS : ]2 22 42 74 12 lfi2 $ 14,?2R
Prepare Addendum No. 1 Veterans Lift Station Contract 4 4 16 60 8 92 $ 7,476
Conduct Pre-Construction Meetin & Issue Minutes
Make Periodic Site Visits Min. Bi-week!
Maintain Communication with Ci Field Ins clot
Provide Written Re its of Site Visits
Consult & Advise Owner As Needed
Pre are, Si , & Issue C.O.'s for Owner A v.
Review Sho Dw s., Lab R ts., & Mill Tests
Review Contractors Pa Estimates
Conduct Pre-final Walk Throu h Ins ction
Pre are Final Punch list
Issue Certificate of Substantial Com letion
Conduct a Final Walkthrou h Ins coon
Issue a Certificate of Com letion
Subtotal Coostrvetion Phase, Area 400 LS : 16 26 58 134 20 254 $ 21,804
TOTAL BASIC SERVICES: 46 8 104 216 34(1 45 759 ~ 67,563
Sage31projaca00071[COCt EstimateatEtgW07-North Side San Swr engr-mpcoct-7-00-04
Form. 9f25N2 Page 1 of 2
Originated: 10!032002
Prirded: 7!72004
"IiUCTURE. LTD.
~, „a,,,,.,,,~,,, , :.,,,..,~,,. OPINION OF ENGINEERING COST
FOR
Utility Relocation along Magnolia Street
from Veterans Drive to State Highway 35 Eliminating Trenchless Construction
City of Pearland
('ul' Ord. Ao.: R2f)114-1117
S&B Project No. U0071
-,,~ ~,~~
Reviced~ Jul h. 2004
DESCRIPTION
Dir/PM
Sr. En
PE
EIT/Ds n
CADD
Cler TOTAL
MANHOURS TOTAL
COST
ADDITIONAL SERVICES:
E inee '
Traffic Control Plans and Details 2
Drawin Revisions Re uested b Owner
1
1
2
4
0
10
8
20
36
1
36
47
$ 3,096
$ 3.855
Subtotal E ineerin 2 2 4 18 56 1 83 $ 6 951
Reimbursable Ex nses:
Courier
Milea e/Travel
Internal Ke roduction - Bluelines
Internal Re roduction -Xerox Co ies
+/-20 Deliveries $15/ea.
+/-20 Trips 52 mi/[rip (r~ $0.345/mi
35 Blue Line Sets of 32 Drawings Per Set
35 Xerox Sets of 200 Pages
$ 300
$ 359
$ 1,680
$ 1,750
Subtotal Reimbursable Ex eases: S 4'U89
Subconsultants•
Subconsultant Administrative Fee III°°
Subtotal Subcansultants:
TOTAL ADDITIONAL SERVICES: 2 2 4 18 SC 1 83 $ 11,04(1
TOTAL COST: 48 10 108 234 396 46 842 ~ 78,603
Sage3lproject\00071\Cost Estimates\Eng1007-North Side San Swr engr-mP-cost-7-06-04
Form: 925/02 Page 2 of 2
Originated: 10/03/2002
Pdraed: 7/72004
REVISED SOUTH/NORTH REROUTING OF
-~`~' ~ UTILITY RELOCATIONS ALONG MAGNOLIA STREET FROM
'1~ ', 1 l~,I~I~~ VETERANS DRIVE TO MAIN (SH35)~0" SANITARY SEWER
-- BID TABULATION
ITEM
NO. SPEC
ITEM NO. BID ITEM DESCRIPTION UNIT QTY UNIT PRICE BID
IN NUMBERS AMOUNT BID
BASE BID ITEMS
] O150S Mobilization (Limit of 3% of Total Bid) LS I $ 27,698.37 $ 27,698.37
2 01555 Fla en HR 250 $ 33.00 $ 8,250.00
3 01555 Traffic Control and Regulation During Construction, Including Signs
and Barricades, in Accordance with MUTCD, Complete in Place LS 1 $ 9,300.00 $ 9,300.00
4 01570 Trench Safe S stem LF 4132 $ 1.00 $ 4,132.00
5 01564 Control of Ground Water and Surface Water LF 4132 $ 1.00 $ 4,132.00
6 01560 Filter Fabric Fence, Com lete in Place LF 3526 $ 1.10 $ 3,878.60
7 01560 Reinforced Filter Fabric Barrier, Com lete in Place LF 887 $ 1.40 $ 1,241.80
8 02530 6-Inch Sanitary Sewer Lead, Open Cut LF 500 $ 31.91 $ 15,955.00
9 02415 6-Inch Sani Sewer Lead In 12-inch Au ered Steel Sleeve LF 250 $ 135.94 $ 33,985.00
]0 02531 Sani Sewer Stack for 6-Inch Lead EA 10 $ 965.67 $ 9,656.70
11 02531 6-Inch Plu EA 4 $ 35.67 $ 142.68
12 02530 I8-Inch Sani Sewer, O n Cut, 12-14 Fee[ Dee LF 30 $ 74.00 $ 2,220.00
13 02530 30-Inch Sanitary Sewer, O n Cut, 20-22 Feet Dee LF 2078 $ 75.00 $ 155,850.00
14 02530 30-Inch Sani Sewer, O n Cut, 22-24 Feet Dee LF 807 $ 85.00 $ 68,595.00
15 02530 30-Inch Sani Sewer, O n Cut, 24-26 Feet Dee LF 596 $ 98.30 $ 58,586.80
16 02415/02441 Trenchless Construction of 30-Inch Sani Sewer LF 145 $ 576.90 $ 83,650.50
17 02415 Trenchless Construction of 30-Inch Sanitary Sewer at Railroad
Crossing in 42-Inch Steel Casing LF 250 $ 576.90 $ 144,225.00
18 02415 Trenchless Construction of 30-Inch Sanitary Sewer at State Highway
35 in 42-Inch Steel Casing LF 173 $ 576.90 $ 99,803.70
19 02542 8-Foot Sanitary Sewer Manhole (5-Foot Diameter) (Corrosion
Resistant) EA 14 $ 4,350.00 $ 60,900.00
20 02542 Extra De th For Sanitary Sewer Manhole (Corrosion Resistant) VF 198 $ 196.50 $ 38,907.00
21 02542 8-Foot Sanitary Sewer Manhole (8-Foot Diameter) (Corrosion
Resistant) at Station 53+32.56 EA 1 $ 17,362.67 $ 17,362.67
22 02542 Extra Depth For Sanitary Sewer Manhole (Cortosion Resistant) at
Station 53+32.56 VF 14.5 $ 264.33 $ 3,832.79
23 02542 Standard 18-Inch Manhole Dro EA 1 $ 1,825.00 $ 1,825.00
24 02542 Extra De th for 18-Inch Manhole Dro LF 9 $ 38.67 $ 348.03
25 NA Connect 18-Inch Gravi Sani Sewer to Existin Manhole EA 1 $ 1,016.67 $ 1,016.67
26 NA Convert Lift Station Wet Well at Station 43+24 to Sanitary Sewer
Manhole and Connect to Trunk Line with 6" Sanitary Sewer Lead LS I $ 8,583.33 $ 8,583.33
27 02220 Cut, Plug, And Abandon Existing 4" Forcemain from Station 43+24 to
Station 52+70 LS 1 $ 2,183.33 $ 2,183.33
28 02220 Cut, Plug, and Grout 18-Inch Sanitary Sewer from Station 12+27 to
Station 18+50 LS 1 $ 1,801.67 $ 1,801.67
29 02220 Fill and Dis se To 5 Feet of Existin Manhole EA 1 $ 730.00 $ 730.00
30 02921 Hydromulch Seedin SY 21240 $ 0.30 $ 6,372.00
31 02200 Clearin and Grubbin SY 5372 $ 1.84 $ 9,884.48
32 NA Allowance for Private Util' Relocation and Bracin LS 1 $ 10,000.00 S 10,000.00
33 NA Remove and Re lace Plastic Fence LS 1 $ 341.33 $ 341.33
34 NA Remove and Re lace Chain-Link Fence LS 1 $ 3,517.00 $ 3,517.00
35 NA Remove and Re lace Landsca in LS 1 $ 2,333.67 $ 2,333.67
36 02220 Concrete Demolition CY 55 $ 9.37 $ 515.35
37 NA Reconstruct Ditches LF 3618 $ 1.72 $ 6,222.96
38 NA Remove and Re lace Si at Station 27+00 LS 1 $ 317.00 $ 317.00
43 NA Remove and Reconstruct Concrete Driveways SY 167 $ 40.00 $ 6,680.00
44 NA 30-Inch Sanitary Sewer, Open Cut, 20-22 Feet Dee w/ Casin ~ LS 120 $ 300.00 $ 36,000.00
SUBTOTAL BASE BID ITEMS $ 950,977.43
EXTRA ITEMS
45 02252 Cement Stabilized Sand to Obtain Stable Trench Bottom or Manhole
Base TON 5 $ 13.50 $ 67.50
46 02922 Soddin ~ SY 100 $ 6.30 $ 630.00
47 02318 Machine Excavation to Obtain Stable Trench Bottom or Manhole Base CY 100 $ 3.00 $ 300.00
48 02318 Crushed Rock to Obtain Stable Trench Bottom or Manhole Base CY 100 $ 35.60 $ 3,560.00
49 02530 Wet Sand Construction for 18-Inch Sanitary Sewer, Open Cut, 12-14
Feet Deep LF 10 $ 6.37 $ 63.70
50 02530 Wet Sand Construction for 30-Inch Sanitary Sewer, Open Cut, 20-22
Feet Deep LF 100 $ 9.60 $ 960.00
51 02530 Wet Sand Construction for 30-Inch Sanitary Sewer, Open Cut, 22-24
Feet Deep LF 100 $ 9.60 $ 960.00
52 02530 Wet Sand Construction for 30-Inch Sanitary Sewer, Open Cut, 24-26
Feet Deep LF 100 $ 9.93 $ 993.00
SUBTOTAL EXTRA ITEMS $ 7,534.20
Page 1 of 2
03/01/04
REVISED SOUTH/NORTH REROUTING OF
`"'~ UTILITY RELOCATIONS ALONG MAGNOLIA STREET FROM
'Y ' ~ ' Ali. VETERANS DRIVE TO MAIN (SH351~0" SANITARY SEWER
- BID TABULATION
ITEM SPEC BID ITEM DESCRIPTION UNIT QTY l1NIT PRICE BID AMOUNT BID
NO. ITEM NO. IN NUMBERS
GRAND TOTAL $ 958,511.63
rase z or z a3~ovoa