HomeMy WebLinkAboutResolution - 2145 - Contract - BRB Contactors - Sewer Improvements, 98Th St Sewer Main - 09/12/1985HW:da
R Fgn1 I IT T nki
Resolution #2145
September 12, 1985
Agenda Item #43
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the Mayor of the City of Lubbock BE and is hereby authorized and
directed to execute for and on behalf of the City of Lubbock a Contract
with B.R.B. Contractors for the construction of sanitary sewer system
improvements for the 98th Street sewer main, attached herewith, which shall
be spread upon the minutes of the Council and as spread upon the minutes of
this Council shall constitute and be a part of this Resolution as if fully
copied herein in detail.
Passed by the City Council this 12th day of September 1985.
ALA ENRY, M R
ATTEST:
, City Secretary
APPROVED AS TO CONTENT:
Gene Ead , urc asing Manager
APPROVED AS TO FORM:
Ha Willard, Assistant City Attorney
0
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
SANITARY SEWER SYSTEM IMPROVEMENTS
city of
98TH STREET SANITARY SEWER MAIN
AVENUE "P"
TO
SALISBURY AVENUE
36-0001-14800-012480
cm) \'°' , —planned Progress'
TEXAS
1
Lubbock, Texas
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
SANITARY SEWER SYSTEM IMPROVEMENTS
98TH STREET SANITARY SEWER MAIN
AVENUE "P"
TO
SALISBURY AVENUE
36-0001-14800-012480
City of Lubbock, Texas
MAYOR
Alan Henry
COUNCIL
George W. Carpenter Bob Nash
Maggie Trejo E. Jack Brown
T. J. Patterson Joan Baker
CITY MA14AGER
Larry Cunningham
DIRECTOR OF WATER UTILITIES
Samuel W. Wahl
CHIEF ENGINEER, WATER UTILITIES
Wilford D. Watson
THIS CONTRACT IS SUBJECT TO ARBITRATION AS
PROVIDED IN THE GENERAL CONDITIONS HEREIN
September 1985
I
SECTION II
GENERAL CONDITIONS OF THE AGREEMENT
(Yellow)
Paragraph Page
1.
Owner
II -1
2.
Contractor
II -1
3.
Owner's Representative
II -1
4.
Contract Documents
II -1
5.
Interpretation of Phrases
II -1
6.
Subcontractor
II -2
7.
Written Notice
II -2
8.
Work
II -2
9.
Substantially Completed
II -2
10.
Layout of Work
II -2
11.
Keeping •of Plans and Specifications Accessible
II -3
12.
Right of Entry
II -3
13.
Lines.and Grades-
II -3
14.
Owner's Representative Authority and Duty
II -3
15.
Superintendence and Inspection
II -4
16.
Contractor's Duty and Superintendence
II -4
17.
Contractor's Understanding
II -5
18.
Character -of Workmen
II -5
19.
Construction Plan
II -5
20.
Sanitation _.
II -5
21.
Observation and Testing
II -5
22.
Defects and Their Remedies
II -6
23.
Changes and Alterations =
II -6
24.
Extra Work
II -7
25.
Descrepancies and Omissions
II -8
26.
Right of Owner to Modify Methods and Equipment
II -8
27.
Protection Against Accident to Employees and Public
II -9
28.
Contractors Insurance
II -9
29.
Protection Against Claims of Subcontractors, "Labors,
Materialmen, and Furnishers of Machinery, Equipment,
and Supplies
II -11
30.
Protection Against Royalties or Patent Invention
II -11
31.
Laws and Ordinances
II -11
32.
Assignment and Subletting
II -12
33.
Time for Completion and Liquidated Damages
II -12
34.
Time and Order of Completion
II -13
35.
Extension of Time
II -13
36.
Hindrance and Delays
II -13
37.
Quantities and Measurements
II -14
38.
Protection of Adjoining Property
II=14
39.
Price for Work
II -14
40.
Payments
II -14
41.
Partial Payments
II -15
42.
Final Completion and Acceptance
II -=15
,43.
Final Payment
II -15
44.
Correction of Work before Final Payment for Work
II -I6
45.
Correction of Work after Final Payment
II -16
SECTION II
(Continued)
Paragraph
Page
46.
Payment Withheld
II -16
47.
Time of Filing Claims
II -17
48.
Arbitration
II -18
49.
Abandonment by Contractor
II -19
50.
Abandonment by Owner
11-20
51.
Bonds
II -20
52.
Special Conditions
II -20
53.
Losses from Natural Causes
II -20
54.
Independent Contractor
II -20
55.
Cleaning Up
11-20
SECTION III
9. MATERIALS
OF CONSTRUCTION
(Pink)
Paragraph
page
1.
General
III -1
2.
Vitrified Clay Pipe
III -1
r
3.
Polyvinyl Chloride Pipe (Gravity Sewer
Mains)
III -2
4.
Polyvinyl Chloride Pipe (Force Main)
III -2
5.
Polyethylene Pipe
III -2
` 6.
Ductile Iron Pipe
III -3
7.
Concrete Pipe
III -3
8.
Manhole Frames and Covers (4' Diameter
Manholes)
III -4
9.
Manhole Frames and Covers (5' Diameter
Manholes)
III -4
10.
Precast Reinforced Concrete Manholes
III -4
11.
Concrete & Mortar
III -5
12.
Reinforcing Steel
III -5
13.
Forms
III -5
14.
Curing Compound
III -6
15.
Embedment
III -6
SECTION IV
10. DETAILS OF CONSTRUCTION
(Green)
Paragraph Page
1. General IV -1
2. Excavation and Trenching IV -1
3. Pipe Installation IV -4
4. Backfilling IV -5
5. Manholes IV -5
6. Manhole Frames and Covers IV -6
SECTION IV
(Continued)
Paragraph Page
7. Underground and Overhead Utilities and Structure IV -6
8. Removing Pavement IV -7
9. Tunneling Under Utility Lines and Permanent Structures IV -7
10. Air Testing IV -8
11. Placing Concrete IV -9
12. Clean Up IV -9
13. Deflection Testing (Flexible Conduits) IV -9
14. Removal of Existing Lift Stations IV -9
15. Concrete Base for Paving Repair IV -11
SECTION V
11. MEASUREMENT AND PAYMENT
(Buff)
Paragraph Page
1. General V-1
2. Sewer Lines V-1
3. Manholes V-1
4. Removal of Existing Lift Stations V-2
5. Tie -Ins to Existing Manholes V-2
6. Removing Pavement V-2
7. Final Cleanup V-2
NOTICE TO BIDDERS
BID # 8673
Sealed. proposals addressed to Gene Eads, Purchasing Manager, City of
Lubbock, Texas, will be received at the office of the Purchasing
Manager, 1625 13th St.. Room L-04. Lubbock, Texas. 79401, until 2:00
o'clock p.m. on the 27th day of August, 1985, to furnish all labor and
materials and perform all work for the construction of the following
described project:
10,531 FT. OF 42", 6744 FT. OF 36°', 170 FT. OF 21", 2496 FT. OF 18
335 FT. OF 15'°0 1713 FT. OF 12°', 505 FT. OF 10"1. 5375 OF 18" FORCE
MAIN, FOR SANITARY SEWER SYSTEM IMPROVEMENTS. 98TH STREET SANITARY
SEWER MAIN FROM AVENUE "P" TO SALISBURY AVENUE.
After the expiration of the time and date above first written, said
sealed proposals will be opened by the Purchasing Manager at his
office and publicly read aloud.
It is the sole responsibility of the bidder to insure that his bid is
actually in the office of Gene Eads, Purchasing Manager for the City
of Lubbock, prior to the expiration of the date above first Written.
The City Council will consider the bids on the 12th day of September,
1985. at Municipal Bldg., Lubbock. Texas. or as soon thereafter as may
be reasonably convenient. subject to the right to reject any or all
bids and waive any formalities. The successful bidder will be
required to furnish a performance bond and payment bond in accordance
with Article 5160. Vernon's Ann. Civil St., in the amount of 100% of
the total contract price in the event that said contract price exceeds
$25.000.00. If the contract price does not exceed $25.000.00 the said
statutory bonds will not be required.
Bidders are required, whether or not a payment or performance bond is
required. to submit a cashier's or certified check issued by a bank
satisfactory to the City of Lubbock, or a proposal bond from a
reliable surety company, payable without recourse to the order of the
City of Lubbock in an amount not less than 5°e of the total amount of
the bid submitted as a guarantee that bidder will enter into a
contract and execute all necessary bonds (if required) within 10 days
after notice of award of the contract to him.
It shall be each bidders sole responsibility to inspect the site of
the work and to inform himself regarding all local conditions under
which the work is to be done. It shall be understood and agreed that
all such factors have been thoroughly investigated and considered in
the preparation of the bid submitted.
The plans, specifications. proposal forms and contract documents may
be examined at the office of the Purchasing Manager for the City of
" Lubbock. Texas.
Attention of each bidder is particularly called to the schedule of
general prevailing rate of per diem wages included in the contract
documents on file in the office of the Purchasing Manager of the City
of Lubbock, which document is specifically referred to in this notice
to bidders. Each bidder's attention is further directed to provision
of Article 5159a. Vernon's Ann. Civil St., and the requirements
contained therein concerning the above wage scale and payment by the
contractor of the prevailing rates of wages as heretofore established
by owner in said wage scale.
CITY OF LUBBOCK
BY:Gene Eads, C.P.M.
Purchasing Manager
r
E
GENERAL INSTRUCTIONS TO BIDDERS
1. SCOPE OF WORK
The work to be done under the contract_ documents shall consist of the
following:
. The principle items of work included in this project are
furnishing and installing approximately 10,531 feet of 42", 6744 feet
of 36", 170 feet of 21", 2496 feet of 18", 335 feet of 15",1713 feet
of 12", 505 feet of 10", and 5375 feet of 18" force main, sanitary
.sewer mains and related construction.
The contractor shall furnish all labor, superintendence, machinery,
equipment and all materials necessary to complete this project in
accordance with contract documents.
2. CONTRACT DOCUMENTS
All work covered by this contract shall be done in accordance with con-
tract documents described in the General Conditions.
All bidders shall be thoroughly familiar with all of the requirements set
forth on the contract documents for the construction of this project and
shall be responsible for the satisfactory completion of all work contem-
plated by said contract documents.
3. PLANS FOR USE BY BIDDERS
It is the intent of the City of Lubbock that all parties with an interest
in submitting a bid on the project covered by the contract documents be
given a reasonable opportunity to examine the documents and prepare a
bid without charge or forfeiture of deposit. The contract documents, may
be examined without charge as noted in the Notice to Bidders.
4. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed
within J4Q calendar days from the date specified in the Notice to Proceed
issued by the City of Lubbock to the successful bidder.
The Contractor will be permitted to prosecute the work in the order of
his own choosing, provided however, the City reserves the right to require
the Contractor to submit a progress schedule of the work contemplated by
the contract documents. In the event the City requires a progress schedule
to be submitted and it is determined by the City that the progress of the
City may direct the Contractor to take such action as the City deems
necessary to insure completion of the project within the time specified.
5. PAYMENT
All payments due to Contractor shall be made in accordance with the
provisions of the General Conditions of the contract documents.
I-1
6. AFFIDAVITS OF BILLS PAID
The City of Lubbock reserves the right, prior to final acceptance of this
.project to require the Contractor to execute an affidavit that all bills
for labor, materials and incidentals incurred in the construction of the
improvements contemplated by the contract documents have been paid in
full and that there are no claims pending, of which the Contractor has
been notified.
7. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and work-
manship of the best quality and grade will be furnished. The fact that
the specifications may fail to be sufficiently complete in some detail
will not relieve the Contractor of full responsibility for providing
materials of high quality and for protecting them adequately until incor-
porated into the project. The presence or absence of a representative of
the City on the construction site will not relieve the Contractor of full
responsibility of complying with this provision. The specifications for
materials and methods set forth in the contract documents provide minimum''
standards of _quality which the Owner believes necessary to procure a
satisfactory project.
8. GUARANTEES
All equipment and materials incorporated in the project and all construc—
tion shall be guaranteed against defective materials and workmanship.
Prior to final acceptance, the Contractor shall furnish to the Owner, a
a written general guarantee which shall provide that the Contractor shall
remedy any defects in the work, and pay for any and all damages of any
nature whatsoever resulting in such defects, when such defects appear
within one year from date of final acceptance of the work as a result of
defective materials or workmanship, at no cost to the Owner (City of
Lubbock).
9. PLANS FOR THE CONTRACTOR
The Contractor will be furnished 2 sets of drawings, specifications,
and related contract documents for his use during construction.. Plans
and specifications for use during construction will only be furnished
directly to the Contractor. The Contractor shall then distribute copies
of plans and specifications to suppliers, subcontractors, or others, as
required for proper prosecution of the work contemplated by the Contractor.
10. PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conser-
vation, and protection of all materials, supplies, machinery, equipment,
tools, apparatus, accessories, facilities, and all means of construction,
and any and all parts of the work, whether the Contractor has been paid,
partially paid, or not paid for such work, until the date the City issues
its certificate of completion to Contractor. The City reserves the
right, after the bids have been opened and before the contract has been
awarded, to require of a bidder the following information:
1-2
I
(a) The experience record of the bidder showing completed jobs of a
.similar nature to the one covered by the proposed contract and all
work in progress with bond amounts and percentage completed.
(b) A sworn statement of the current financial condition of the bidder.
(c) Equipment schedule.
11. TEXAS STATE SALES TAX
This contract is issued by an organization which qualifies for exemption
provisions pursuant to provisions of Article 20.04 of the Texas Limited
Sales, Excise and Use Tax Act.
The Contractor must obtain a limited sales, excise and use tax permit
which shall enable him to buy the materials to be incorporated into the
work without paying the tax at the time of purchase.
12. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work con-
templated by the contract documents in such a way as to exercise due care
to locate and prevent damage to all underground pipelines, utility lines,
conduits or other underground structures which might or could be damaged
by Contractor during the construction of the project contemplated by
these contract documents. The City of Lubbock agrees that it will fur-
nish Contractor the location of all such underground lines and utilities
of which it has knowledge. However, such fact shall not relieve the
Contractor of his responsibilities aforementioned. All such underground
dines or structures'cut or damaged by Contractor during the prosecution
of the work contemplated by this contract shall be repaired immediately
by Contractor to the satisfaction of the City of Lubbock, Texas, at
Contractor's expense.
13. BARRICADES AND SAFETY MEASURES
The Contractor shall, at his own expense, furaish•and erect such barri-
cades, fences, lights, and danger signals, and shall take such other
precautionary measures for the protection of persons, property and the
work as may be necessary.
The Contractor will be held responsible for all damage to the work due to
failure of barricades, signs, and lights to protect it, and when damage
is incurred, the damaged portion shall be immediatelyremoved and replaced
by Contractor at his own cost and expense. The Contractor's responsibility
for maintenance of barricades, signs, and lights shall not cease until
the date of issuance to Contractor of City's certificate of acceptance of
the project.
The placement of barricades, fences, lights, and danger signals shall comply
with the requirements of the Texas Manual on Uniform Traffic Control Devices.
14. EXPLOSIVES
The use of explosives will not be permitted unless written permission to
do so is obtained by the Contractor from the City. In all cases where
written permission is obtained for the use of explosives, the Contractor
shall assume full responsibility for all damage which may occur as a
direct or indirect result of the blasting. In addition in all cases
where explosives are authorized to be used, the Contractor shall use
I-3
utmost care so as not to endanger life or property and the Contractor
shall further use.only such methods as are currently utilized by persons,
firms, or corporations engaged in similar type of construction activity.
=x Explosive materials shall not be.stored or kept at the construction site
by the Contractor.
z In all cases where explosives are to be used during the construction of
the project contemplated by this contract, it shall be the duty of the
Contractor to notify each utility company having structures (above or
below the ground) in proximity to the site of the work of Contractor's
intention to use explosives, and such notice shall be given sufficiently
in advance to enable the companies to take such steps as they may deem
necessary to protect their property from injury. Such notice however,
shall not relieve the Contractor of responsibility for any damage resulting
.from his blasting operations.'
15. CONTRACTOR'S REPRESENTATIVE
The successful bidder shall be required to have a responsible local
representative available at all times while the work is in progress under
this contract. The successful bidder shall be required to furnish the
name, address and telephone number where such local representative may be
reached during the time that the work contemplated by this contract is in
progress.
16. INSURANCE
The Contractor shall not commence work under this contract until he has
obtained -all insurance. as required in the General Conditions of the con-
tract documents, from an underwriter authorized to do business in the
State of Texas and satisfactory to the City. Proof of coverage shall be
furnished to the City and written.notice of cancellation or any material
change will be provided ten (10) days in advance of cancellation or
change. All policies shall contain an agreement on the part of the
insurer waiving the right to subrogation.
The insurance certificates furnished shall name the City as an additional
insured and shall further state.that all subcontractors are named as
additional insureds, or in the alternative shall be accompanied by.a
statement from the Contractor to the effect that no work on this particular
project shall be 'subcontracted.
17. LABOR AND WORKING HOURS
Attention of each bidder is particularly called to the schedule of general
prevailing rate of per diem wages included in these contract documents.
The wage rate which must be paid on this project shall not be less than
specified in the schedule of general prevailing rates of per diem wages
as abovementioned. The bidders' attention is further directed to the
requirements of Article 5159a, Vernon's Annotated Civil Statutes providing
for the payment of the wage schedules above mentioned and the bidder's
obligations thereunder. The inclusion of the schedule of general pre-
vailing .rate of per diem wages in these contract documents does not
1-4
release the Contractor from compliance with any wage law that may be
applicable. Construction work under this contract requiring an inspector
will not be performed on weekends or holidays unless the following con-
ditions exist:
(1) The project being constructed is essential to the City of Lubbock's
a
ability to provide the necessary service to its citizens.
(2) Delays in construction are due to factors outside the control of the
Contractor. The Contractor is approaching the penalty provisions of
the contract and Contractor.can show he has made a diligent effort
to complete the contract within the allotted time.
Before construction work requiring an inspector is to be performed on
weekends or holidays, the Contractor must notify the Owner's Representa-
tive not less than three full working days prior to the weekend or holiday
he desires to do work and obtain written permission from the Owner's
Representative to do such work. The final decision on whether to allow
construction work requiring an inspector on weekends or holidays will be
made by the Owner's Representative.
In any event, if a condition should occur or arise at the site of this
project or from the work being done under this contract which is hazardous
or dangerous to property or life, the Contractor shall immediately com-
mence work, regardless of the day of the week or the ;.me of day, to
correct or alleviate such condition so that it is no longer dangerous to
' property or life.
18. PAYMENT.OF.EMPLOYEES AND FILING OF PAYROLLS
The Contractor and each of his subcontractors shall pay each of his
employees engaged in work on the project under this contract in full
(less mandatory legal deductions) in cash, or by check readily cashable
without discount, not less often than once each week. The Contractor and
each of his subcontractors engaged at the site of the work shall not
later than the seventh day following thepaymentof wages, file with' the
Owner's representative, or Engineer, a certified, sworn, legible copy of
such payroll. This shall contain the name of each employee, his classi-
fication, the number of hours worked on each day, rate of pay, and net
pay. The affidavit shall state that the copy is true and correct copy of
such payroll, that no rebates or deductions (except as shown) have been
made, or will. in the future be made from the wages paid as shown thereon.
The Contractor must classify employees according to one of the classi-
fications set forth in the schedule of general prevailing rate of per
diem wages, which schedule is,included in the contract documents.
The Contractor shall forfeit as a penalty to the City of Lubbock on whose
behalf this contract is made, ten dollars for each laborer, workman, or
mechanic employed for each calendar day, or portion thereof, -such laborer,
workman or mechanic is paid less than the wages assigned to his particular
classification as forth in the schedule of general prevailing rate of
per diem wages included in these contract documents.
1-5
19. PROVISIONS CONCER�ING ESCALATOR CLAUSES
-Proposals submitted containing any conditions which provide for changes
in the stated bid price due to increases or decreases in the cost of
materials, labor or other items required for the project will -be rejected
and returned to the bidder without being considered.
20. PREPARATION ,Q.F PROPoSAL
The bidder shall submit his proposal on forms furnished by the City. All
blank spaces in the form shall be correctly filled in and the bidder
shall state the price both in words and numerals, for which he proposes
to do the work contemplated or furnish the materials required. Such
prices shall be written in ink, distinctly and legibly, or typewritten.
Itr case of discrepa.-icy between the price written in words and the price
written in figures, the price written in words shall govern. If the
proposal is submitted by an individual, his name must be signed by him or
his duly authorized agent. If a proposal is submitted by a firm, associa-
tion, or partnership, the name and address of each member must be given
and th-e•proposal signed by a member of the firm, association or partner-
ship, or person duly authorized. If the proposal is -submitted by a
company or corporation, the company or corporate name and business ad-
dress must be given, and the proposal signed by an official or duly
authorized agent. Powers of attorney authorizing agents or others to
sign proposals must be properly certified and must be in writing and
submitted with the proposal. The proposal shall be executed in ink.
Each proposal shall be enclosed in a sealed envelope, addressed as speci-
fied in the Notice to Bidders, and endorsed on the outside of the envelope
in the following manners _.
(a) Bidder's name.
(b) Proposal for (description of the project).
Bid proposals may be withdrawn and resubmitted at any time prior to the
time set for opening of the bids, but no proposal may be withdrawn or
altered thereafter.
21. BOUND COPY OF CONTRACT DOCUTkENTS
Bidder understands and agrees that the contract to be executed by bidder
shall be bound and include the following:
(a) Notice to Bidders.
(b) General Instructions to Bidders.
(c) Bidder's Proposal.
R (d) Statutory Bond (if required).
(e) Contract Agreement.
1-6
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
t (i) Insurance Certificates.
(j) All other documents made available to bidder for his inspection
in accordance with the Notice to Bidders.
If Plans and Specifications are too bulky or cumbersome to be physically
bound, they are to be considered incorporated by reference into the
aforementioned contract documents.
3
1—%
EXHIBIT A
City of Lubbock
Building Construction Trades
'Prevailing`Rates
Craft,
Hourly Rate
Acoustical Ceiling Installer
$11.50
Air Conditioner Installer
8.75
Air Conditioner Installer-Helper
.
5.00
'Bricklayer
9.00
Bricklayer Helper'4.75
Carpenter
9.50
Carpenter-Helper
5.00
Cement Finisher
8.00
. bry;wall Hanger
9.50
Electrician
10.00
Electrician-Helper
5.00
Equipment Operator -
Heavy..
7.00-
Light ,:
5.00
Floor Installer
8.00
Glazier
7.50;
. .
Insulator
.. .
9.50
Insul-ator-Helper
_
5.00
Iron Worker
7.25
Laborer, General
4.75
Motor Mixer
6.00
Painter
7.75
Plumber
9.25
Plumber-Helper
6.00,
Roofer
7.00
�. Roofer-Helper
4.75
r Sheet metal Worker
8.75
Sheer" metal Worker-Helper
5.50
Welder - Certified
8.00
jN
I-8'.
'
EXHIBIT B
4,:
City of _Lubbock
Paving and Highway Construction
0 Prevailing Wage Rates
Craft
Hourly Rate
Asphalt Heaterman _
$ 5.00
Asphalt Shoveler
4.25
Concrete Finisher
6.50
Concrete Finisher -Helper
4.75
Electrician
10.00
Form Setter
5.50
Form Setter -Helper
4.50
Laborer, General
4.25
Laborer, Utility
4.75
Mechanic
5.50
Mechanic -Helper
5.00
POWER EQUIPMENT OPERATORS:
Asphalt Paving Machine
6.00
Bulldozer
5.25
Concrete Paving Machine
6.00
Front End loader
5.25
Heavy Equipment'
7.00
Light Equipment
5.00
Motor Grade Operator
6.00
Roller
5.00
Scraper
5.50
Tractor
5.50
Truck Driver -
Light
4.75
Heavy
5.25
EXHIBIT C
City of Lubbock
Electric Construction Trades `
Prevailing Wage Rates
Craft Hourly Rate
Power Line Foreman $10.00 _
Lineman Journeyman 9.50
Lineman Apprentice Series 8.00
Groundman Series 6.50
y
I-10
City of Lubbock
Prevailing Wage Rates
1. Overtime Rate - EXHIBIT D
= The rate for overtime (in excess of forty hours per week) is 1 1/2 times
base rate. -•-
g. .
2. Weekend and Holiday Rate - EXHIBIT E
The rate for weekend and holiday is 1 1/2 times base rate.
BID PROPOSAL
I BID FOR UNIT PRICE
PLACE 1625 13th St. Lubbock, Text
DATE August 27, 1985
PROJECT NO. 36-0001-14800-01248
Proposal of BRB Contractors, Inc. (hereinafter
called "Bidder")
To the Honorable Mayor and City Council
City of Lubbock, Texas (hereinafter called Owner)
Gentlemen:
The Bidder, in compliance with your invitation for bids for the construction
of a 98th Street Sanitary Sewer Main
Avenue to Salisbury venue
36-0001-14800-012480
having carefully examined the plans, specifications, instructions to bidders,
notice to bidders and all other related contract documents and the site of the
proposed work, and being familar with all of the conditions surrounding the
construction of the proposed project including the availability of materials
and labor, hereby proposes to furnish all labor, materials, and supplies; and
to construct the project in accordance with the plans, specifications and
contract documents, within the time set forth therein and at the prices stated
in Exhibit "A".
The Bidder binds himself on acceptance of his proposal to execute a
contract and any required bonds, according to the accompanying forms, for
performing and completing the said work within the time stated and for the
prices stated in Exhibit "A" of this proposal.
Bidder hereby agrees to commence the work on the above project on or
before a date to be specified in a written "Notice to Proceed" of the Owner
and to fully complete the project within 440 consecutive
calendar days thereafter as stipulated in the specifications and other contract
documents. Bidder.hereby further agrees to pay to Owner as liquidated damages
the sum of $ 1.00.00 for each consecutive calendar day in
excess of the time set forth hereinabove for completion of this project, all
as more fully set forth in the general conditions of the contract documents.
Bidder understands and agrees that this bid proposal shall be completed
and submitted in accordance with instruction. number 20 of the General Instruc-
tions to Bidders.
y Bidder understands that the Owner reserves the right to reject any or all
bids and to waive any formality in the bidding.
The bidder agrees that this bid shall be good and may not be withdrawn
for a period of thirty (30) calendar days after the scheduled closing time for
receiving bids.
EYHIBIT A, PAGE I
$ID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
r Item
Quantity
Total
No.
Unit
Description of Item and Unit Prices
Amount
1.
100
42" approved sewer pipe, including
Lin.
Ft,
embedment, furnished and installed
complete in place, 12-14 cut, per
lienar foot,
nnP RundrP and Twpnt-y Four
F M0/inn ($ 124 -on )
$ 12.400.00
2.
370
42" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 14-16' cut, per
linear foot,
One Hundred and Twenty Eight
•
& No/100 ($ 128.00 )
$__ 47.360.00
3.
102
42" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 16-18' cut, per
linear foot,
One Hundred Thirty Two
& No/100 ($132.00 )
$ 13,464.00
4.
315
42" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 18-20' cut, per
linear foot,
One Hundred Thirty -Nine
No/100 ($ 139.00 )
$ 43,785.00
5.
1210
42" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 20-22' cut, per
linear foot,
`
One Hundred Forty Three
"
& No/100 (a 143.00 )
$ 173,030.00
BID FOR UNIT PRICE CONTRACTS
Item Quantity Total
No. & Unit Description of Item and Unit Prices Amount
6. 462 42" approved sewer pipe, including
Lin. Ft. embedment, furnished and installed
complete in place, 22-24' cut, per
linear foot,
One Hundred Sixty -Four & no/100
7.
9.
10.
($164.00 ) $75,768.00
668 42" approved sewer pipe, including
Lin. Ft. embedment, furnished and installed
complete in place, 24-26' cut, per
1'
1254
Lin. Ft.
520
Lin. Ft.
792
Lin. Ft.
inear foot,
One Hundred Sixty -Eight & no/100
($168.00 )
42" approved sewer pipe, including
embedment, furnished and installed
complete in place, 26-28' cut, per
linear foot,
one Hundred Seventy -Two & no/100
$ 112,224.00
($ 172.00 ) $215,688.00
42" approved sewer pipe, including
embedment, furnished and installed -
complete in place, 28-30' cut, per
linear foot,
One Hundred Ninety -One & no/100
($ 191.00 ) $ 99,320.00
42" approved sewer pipe, including
embedment, furnished and installed
complete in place, 30-32' cut, per
linear foot,
One Hundred Ninety -Six & no/100
($ 196.00 ) $ 155,232.00
14. 1206 42" approved sewer pipe, including
Lin. Ft. embedment, furnished and installed
complete in place 38-40' cut, per
linear foot,
Two hundred seventeen & no/100
($ 217.00 )
15. 155 42" approved sewer pipe, including
Lin.Ft. embedment, furnished and installed
complete in place, 40-42' cut, per
linear foot,
Two Hundred twenty-three & no/100
($ 223.00 )
$ 261,702.00
$ 34,565.00
EXHIBIT A, PAGE 3
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Item
Quantity
Total
- No.
& Unit
Description of Item and Unit Prices
Amount
11.
1040
42" approved sewer pipe, including
Lin. Ft,
embedment, furnished and installed
complete in place, 32-34' cut, per
linear foot,
Two hundred one & no/100
($ 201.00 )
$ 209,040.00
12.
1447
42" approved sewer pipe, including
Lin. Ft.
embedment, furnished and installed
complete in place, 34-36' cut, per
linear foot,
Two hundred six & no/100
($206.00 )
$ 298,082.00
13.
900
42" approved sewer pipe, including
Lin..Ft.'
embedment, furnished and installed
complete in place, 36-38' cut, per
linear foot,
Two hundred eleven & no/100
($211.00 )
$ 189,900.00
14. 1206 42" approved sewer pipe, including
Lin. Ft. embedment, furnished and installed
complete in place 38-40' cut, per
linear foot,
Two hundred seventeen & no/100
($ 217.00 )
15. 155 42" approved sewer pipe, including
Lin.Ft. embedment, furnished and installed
complete in place, 40-42' cut, per
linear foot,
Two Hundred twenty-three & no/100
($ 223.00 )
$ 261,702.00
$ 34,565.00
EXHIBIT A, PAGE 4
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Item
Quantity
Total
No.
& Unit
Description of Item and Unit Prices
Amount
16.
15
36" approved sewer pipe, including
Lin
. Ft.
embedment, furnished and installed
complete in place, 18-20' cut, per
linear foot,
One Hundred Twenty -Five & no/100
($125.00 )
$ 1,875.00
17.
15
.36" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 20-22' cut, per
linear foot,
One Hundred -Twenty -Nine & no/100
s
($129.00 )
$1,935.00
18.
445
36" approved sewer pipe, including
Lin.
Ft.'
embedment, furnished and installed
complete in place, 22-24' cut, per
linear foot,
One Hundred Thirty -Three & no/100
($133.00 )
$ 59,185.00
19.
1119
36" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place 24-26' cut, per
linear foot,
One Hundred Thirty -Seven & no/100
($137.00 )
$153,303.00
20.
230
36" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 26-28' cut, per
linear foot,
One Hundred Forty -One & no/100
($ 141.00 )
$ 32,430.00
EXHIBIT A, PAGE 5
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Item
Quantity
Total
No.
& Unit
Description of Item and Unit Prices
Amount
21.
511
36" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 28-30' cut, per
linear foot,
One Hundred Fifty -Six & no/100
($ 156.00 )
$ 79,716.00
22.
503
36" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 30-32' cut, per
linear foot,
One Hundred Sixty -One & no/100
($ 161.00 )
$ 81,788.00
23.
1040
36" approved sewer pipe, including
Lin.
Ft.,
embedment, furnished and installed
complete in place, 32-34' cut, per
linear foot,
One Hundred Sixty -Six & no/100
($ 166.00 )
$ 172,640.00
24.
1220
36" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 34-36' cut, per
linear foot,
One Hundred Seventy One & no/100
($171.00
$ 208,620.00
25.
1641
36" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 36-38' cut, per
linear foot,
One Hundred Seventy -Six & no/100
($176.00 )
$ 288,816.00
EXHIBIT A, PAGE
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Item
Quantity
_
Total
No.
& Unit
Description of Item and Unit Prices
Amount
26.
170
Lin.
Ft.
21" approved sewer pipe, including
embedment, furnished and installed
complete in place, 18-20' cut, per
linear foot,
Fifty -Five & no/100
($ 55.00
$ 9,350.00
27.
1286
Lin.
Ft.
18" approved sewer pipe, including
embedment, furnished and installed
complete in place, 8-10' cut, per
linear foot,
Thirty -Four & no/100
($ 34.00
$ 43,724.00
28.
1150
Lin.
Ft.
18" approved sewer pipe, including
embedment, furnished and installed
complete in place, 10-12' cut, per
linear foot,
Thirty -Seven & no/100
($ 37.00 )
$ 42,550.00
29.
50
Lin.
Ft.
18" approved sewer pipe, including
embedment, furnished and installed
complete in place, 16-18' cut, per
linear foot,
Forty -Seven & no/100
($ 47.00 )
$ 2,350.00
30.
10
Lin.
Ft.
18" approved sewer pipe, including
embedment, furnished and installed
complete in place, 24-26' cut, per
linear foot,
Sixty -Three & no/100
($ 63.00 )
$ 630.00
EXHIBIT A, PAGE 7
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Item Quantity Total
No. & Unit Description of Item and Unit Prices Amount
31. 5375
Lin. Ft. 18" class SDR 32.5 PVC force main,
including fittings and embedment,
furnished and installed complete in
place, 6-8' cut, per linear foot,
Twenty -Nine & no/100
($ 29.00 ) $ 155,875.00
32.
33.
34.
` 35.
10
Lin. Ft.
190
Lin. Ft.
135
Lin. Ft.
350
15" approved sewer pipe, including embed-
ment, furnished and installed complete in
place, 16-18' cut, per linear foot,
Forty -Three & no/100
($ 43.00 ) $ 430.00
15" approved sewer -pipe, including
embedment, furnished and installed
complete in place, 20-22' cut, per
linear foot, .
Fifty -One & no/100
($ 51.00 )
15" approved sewer pipe, including
embedment, furnished and installed
complete in place, 22-24' cut, per
linear foot,
Fitt' -Five & no/100
($ 55.00 )
Lin. Ft. 12" approved sewer pipe, including
embedment, furnished and installed
complete in place, 12-14' cut, per
linear foot,
Thirty -Four & no/100
($ 34.00 )
$ 9,690.00
$ 7,425.00
$ 11,900.00
EXHIBIT A, PAGE 8
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Item
Quantity
No.
&Unit
Descri tion of Item and Unit Prices
Total'
Amount
36.
210
12" approved sewer pipe, including
Lin.
Ft.
embedment, furnished and installed
complete in place, 14-16',cut, per
linear foot,
Thirty -Eight & no/100
($38.00 )
$7,980.00
37.
60
Lin.
Ft.
12" approved sewer pipe, encluding embed-
ment, furnished and installed complete in
place, 16-18' cut, per linear foot,
Forty -Two & no/100
($42.00 )
$2,520.00
38.
80
12" approved sewer pipe, including embed -
Lin.
Ft.
ment, furnished and installed complete in
place, 18-20' cut, per linear foot,
Forty -Six & no/100
-($46.00 )
$3,680.00
39.
95
Lin.
Ft.
12" Approved sewer pipe, including em-
bedment, furnished and installed complete
in place, 20-22' cut, per linear foot,
Fifty & no/100
($ 50.00 )
$ 4,750.00
40.
95
Lin.
Ft.
12" approved sewer pipe, including em-
bedment, furnished and installer) complete
in place, 22-24' cut, per linear foot,
y
Fifty -Four & no/100
($ 54.00 )
$ 5,130.00
$39,990.00
$3,551.00
$6,150.00
Y
EXHIBIT A, PAGE 9
BID PROPOSAL _
)
43. 53
BID FOR UNIT PRICE CONTRACTS
Item
Quantity
Total
No.
& Unit
Description of Item and Unit Prices Amount
complete in place, 28-30'
41.
125
12" approved sewer pipe, including
linear foot,
Lin. Ft.
embedment, furnished and installed
Sixty -Seven & no/100
complete in place, 24-26' cut, per
linear foot,
)
44. 205
Fifty -Eight & no/100
including
($ 58.00 ) $ 7,250.00
42.
645
12" approved sewer pipe, including
Lin. Ft.
embedment, furnished and installed
complete in place, 26-28' cut, per
linear foot,
Thirty & no/100
Sixt -Two & no/100
$39,990.00
$3,551.00
$6,150.00
Y
($ 62.00
)
43. 53
12" approved sewer pipe,
including
Lin. Ft.
embedment, furnished and
installed
complete in place, 28-30'
cut, per
linear foot,
Sixty -Seven & no/100
($ 67.00
)
44. 205
10" approved sewer pipe,
including
Lin. Ft.,
embedment, furnished and
installed
complete in place, 10-12'
cut, per
linear foot,
Thirty & no/100
($ 30.00
)
45. 47
10" approved sewer pipe,
including
Lin. Ft.
embedment, furnished and
installed
complete in place, 16-18'
cut, per
linear foot,
Forty & no/100
($ 40.00
)
$39,990.00
$3,551.00
$6,150.00
BID FOR UNIT PRICE CONTRACTS
Item
Quantity
Total
No.
& Unit
Description of Item and Unit Prices
Amount
46.
50
10" approved sewer pipe, including
Lin. Ft.
embedment, furnished and installed
complete in place, 20-22' cut, per
linear foot,
Forty -Eight & no/100
($ 48.00 )
$ 2,400.00
47.
203
10" approved sewer pipe, including
Lin. Ft.
embedment, furnished and installed
complete in place, 22-24' cut, per
linear foot,
Fifty -Two & no/100
($ 52.00 }
$ 10,556.00
48.
6. Each
Standard Manhole, 4 feet depth, 4 foot
diameter, complete in place, per each,
Two Thousand Nine Hundred & no/100
($ 2,900.00
$ 17,400.00
49.
65
Extra Vertical feet of standard manhole,
Vert. Ft.
4 foot diameter, complete in place, per
vertical foot,
Two Hundred and no/100
($ 200.00 )
$ 13,000.00
50.
3 Each
Standard manhole, 4 feet depth, 5 foot
diameter, including PVC T -Lock liner,
complete in place, per each,
Seven Thousand Four Hundred & no/100
($ 7,400.00 )
$ 22,200.00
Item
No
51.
52.
53.
54.
55.
56.
($ 700.00 )
1,512 S.Y. Concrete base for paving repair, complete
in place, per square yard,
Thirty & no/100
($ 30.00
-7nn nn
A r 'ar,n nn
EXHIBIT A, PAGE 11
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Quantity
Total
& Unit
Description of Item and Unit Prices
Amount
60
Extra Vertical feet of standard manhole,
Vert. Ft.
5 foot diameter, complete in place, per
vertical foot',
Five Hundred Sixty & no/100
($ 560.00 )
$ 33,600.00
3 Each
Drop manhole, 4 feet depth, 5 foot dia-
meter, including PVC T -Lock liner, com-
plete in place, per each,
Eight Thousand Two Hundred Fifty & no/100
($ 8,250.00 )
$ 24,750.00
77
Extra verticle feet of standard manhole,
-
Vert. Ft.
5 foot diameter, complete in place, per
vertical foot,
Five Hundred Seventy -Five & no/100
($ 575.00 )
$ 44,275.00
1 Each
Tie to existing manhole, 98th Street and
Indiana, complete in place, per each,
One Thousand Nine Hundred & no/100
($ 1,900.00 )
$ 1,900.00
1 Each
Tie to existing manhole, 74th Street and
Ave. P, complete in place, per each,
Seven Hundred & no/100
($ 700.00 )
1,512 S.Y. Concrete base for paving repair, complete
in place, per square yard,
Thirty & no/100
($ 30.00
-7nn nn
A r 'ar,n nn
Item
No.
57.
Quantity
& Unit
Lump Sum
58. Lump Sum
59. Lump Sum
60. Lump Sum
EXHIBIT A, PAGE 12
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Total
Description of Item and Unit Prices
Amount
Remove lift station at 98th Street and
Boston Avenue, including furnishing all
labor, equipment, hauling, and all other
incidentals necessary for removing exist-
ing lift station and clean-up of site,
complete, lump sum,
Two Thousand Nine Hundred & no/100
($ 2,900.00 )
$ 2,900.00
Remove lift station at 98th Street and
Elgin Avenue, including furnishing all
labor, equipment, hauling and all other
incidentals necessary for removing exist-
ing lift station and clean-up of site,
complete, lump sum,
Four Thousand Five Hundred & no/100.
($ 4,500.00 )
$ 4,500.00
Remove lift station at 98th Street and
Indiana Avenue, including furnishing all
labor, equipment, hauling, and all other
incidentals necessary for removing exist-
ing lift station and clean-up of site,
complete, lump sum,
Three Thousand Three Hundred & no/100
($ 3,300.00 )
$ 3,300.00
Remove lift station at 93rd Street and
Memphis Avenue, including furnishing all
labor, equipment, hauling, and all other
incidentals necessary for removing exist-
ing lift station and clean-up of site,
complete, lump sum,
Two Thousand Eight Hundred & no/100
($ 2,800.00 )
$ 2,800.00
EXHIBIT A, PAGE 13
BID PROPOSAL
BID FOR UNIT PRICE CONTRACTS
Item Quantity Total
No. & Unit Description of Item and Unit Prices Amount
61. Lump Sum Remove lift station at 96th Street and
Salisbury Avenue, including furnishing
all labor, equipment, hauling, and all
other incidentals necessary for removing
existing lift station and clean-up of
site, complete, lump sum,
Three Thousand Eight Hundred & no/100
($ 3,800.00 ) $ 3,800.00
TOTAL BID $ 3,622,114.00
Type of pipe to be furnished
where approved sewer pipe is
indicated;
42" Spirolite
36" Spirolite
21" PVC
18" PVC
15" PVC
12" PVC
10" PVC
The undersigned Bidder hereby declares that he has visited the site of
the work and has carefully examined the plans, specifications, and contract
documents pertaining to the work covered by this bid, and he further agrees to
commence work on or before the date specified in the written notice to proceed,
and to substantially complete the work on which he has bid; as provided in the
contract documents.
Enclosed with this proposal is a Cashier's Check or Certified Check for
Dollars ($ )
or a Proposal Bond in the sum of Five Percent (5%) of the amount bid
Dollars ($ ), which it is agreed shall be
collected and retained by the Owner as liquidated damages in the event the
proposal is accepted by the Owner and the undersigned fails to execute the
necessary contract documents and the required bond (if any) with the Owner
within ten (10) days after the date of receipt of written notification of
acceptance of said proposal; otherwise said check or bond shall be returned
the undersigned upon demand.
to
Bidder understands and agrees that the contract to be executed by Bidder
shall be bound and include all contract documents made available to him for
his inspection in accordance with the INotice to Bidders.
BRB CONTRACTORS, INC.
Contractor
Secretaryes E. Spicer, Sec.—Treas.
CONTRACT
STATE OF TEXAS
COUNTY OF LUBBOCK j
THIS AGREEMENT, made and entered into this 12th day of September ,
A.D. 198 , by and between the City of Lubbock, County of Lubbock, State of
Texas, acting by and through Alan Henry , Mayor, thereunto
authorized to do so, hereinafter referred to as OWNER, and
BRB Contractors, Inc. P.O. Box 8128, Topeka, Kansas 66608
of the City of Topeka , County of Shawnee
and State of Kansas , hereinafter termed CONTRACTOR.
WITNESSETH: That for and in consideration of the payments and agreements
hereinafter mentioned, to be made and performed by the OWNER and under the
conditions expressed in the bond bearing even date herewith (if any) the CON-
TRACTOR hereby agrees with OWNER to commence and complete the construction of
certain improvements described as follows:
98th Street Sanitary Sewer Main
Avenue "P to Salisbury Avenue
36-0001-14800-012480
and all extra work in connection therewith, under the terms as stated in the
contract documents and at his (or their) own proper cost and expense to furnish
all materials, supplies, machinery, equipment, tools, superintendence, labor,
insurance and other accessories and services necessary to complete the said
construction in accordance with the contract documents as defined in the General
Condition of Agreement.
The CONTRACTOR hereby agrees to commence work within ten days after the
date written notice to do so shall have been given to him and to substantially
complete same within the time specified in the contract documents.
The OWNER agrees to pay the CONTRACTOR in current funds for the perfor-
mance of the contract in accordance with the proposal submitted therefor,
subject to additions and deductions,_ as provided in the contract documents and
nansas DODUO
STATUTORY PAYMENT BOND PURSUANT TO ARTICLE 5160
OF THE REVISED CIVIL STATUTES OF TEXAS
' AS AMENDED BY
ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION, 1959
KNOW ALL MEN BY THESE PRESENTS, that
—BRB Contractors. Inc.. P. 0. Box 8128, Topeka, Kansas 66608
(hereinafter called the Principal(s), as Principal(s), and
The Western Fire Insurance Company
(hereinafter called the Surety (s), as Surety (s), are held and firmly bound
unto the City of Lubbock (hereinafter called the Obligee), in the amount of
Three Million, Six Hundred Twenty Two Thousand, One Hundred
Fourteen and no/100 Dollars
( 3,622,114.00 ) lawful money of the United Stated for the payment
whereof, the said principal and Surety bind themselves, and their heirs,
administrators, executors, successors and assigns, jointly and severally,
firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with
the Obligee, dated 12th day of September , 19 85 , to -
98th Street Sanitary Sewer Main, Avenue "P" to Salisbury Avenue.
36-0001-14800-012480
and said principal under the law is required before commencing the work provided
for in said contract to execute a bond in the amount of said contract which
contract is hereby referred to and made a part hereof as fully and to the same
extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the
said Principal shall pay all claimants supplying labor and material to him or a
sub -contractor in the prosecution of the work provided for in said contract,
then, this obligation shall be void; otherwise to remain in full force and effect;
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions
of Article 5160 of the Revised Civil Statutes of Texas as amended by Acts of the
56th Legislature, Regular Session, 1959 and all liabilities on this bond shall
be determined in accordance with the provisions of said Article to the same
extent as if it were copies at length herein.
IN WITNESS WHEREOF, the said Principal(s) and Surety(s) have signed
and sealed this instrument this 17th day of September 19 85 ,
The Western Fire Insurance Company BRB Contractors, Inc.
Surety Principal
By: P_residPzt
*By; n R. Bra = (Title)
ohn M. Koger, Jr. it e)
Attorney -in -Fact By:
r ..
ti v V
i
f�.our,...• .terry`
By: �.
(Title)..
The undersigned surety company represents that it is duly qualified to
�o. WTse �rnwgll &
lgvens Southwest,In
buTeTere}1Cd7signates 90 1 uiteeL,O.nx U%boc. X. b
an agent resident in Lubbock County to
(806) 794-1949
w om any requisite notices may be delivered and on whom service of process may
be had in matters arising out of such suretyship.
Approved as to form:
The Western Fire Insurance Company
Surety
*By;
n M. Koger, Jr. e
Attorney -in -Fact
City of Lu ock
By:
C ty Attorney
a � _
*Note: If signed by an officer of the Surety Company there must be on file a
certified extract from the by-laws showing that this person has authority to sign
such obligation. If signed by an Attorney in Fact, we must have copy of power of
attorney for our files.
Payment Bond - Page 2
POWER OF ATTORNEY
The Western Fire Insurance Company
HOME OFFICE —FORT SCOTT, KANSAS
KNOW.ALL MEN BY THESE PRESENTS: That THE WESTERN FIRE INSURANCE COMPANY, of Fort Scott, Kansas, a corporation of the
State of Kansas, having its principal office in the city of Fort Scott, Kansas, pursuant to the following Bylaw, which was adopted by the Stork -
holders of the said Company on December 2, 1953, to -wit:
"Section 27. RESIDENT OFFICERS AND ATTORNEYS -IN -FACT. The president, any vice president or the secretary shall have power and
authority to appoint resident vice presidents, resident assistant secretaries and attorneys -in -fact, and to give such appointees full power and au-
thority to make, execute and deliver in the name and on behalf of the corporation, bonds, recognizances, contracts of indemnity and other under-
takings and writings of obligatory nature, and to affix thereto the corporate seal of the corporation. The president, any vice president or the
secretary shall also have power. at any time to remove and revoke the authority of any such appointee."
does herebyrnomhfate, constitute and appoint
John M. Koger or John M. Koger, Jr.
of Eugene F. Konzem
of Topeka,Kansas
its true and lawful agent(s) and Attorney(s)-in-Fact, to make, execute, seal and deliver for and on its behalf, as Surety, and as its act and deed:
Any and all bonds and undertakings.
Provided, No authority is extended
for the execution of Open Penalty Bonds,
And the execution of such bonds or undertakings in pursuance of these presents, shall be as binding Upon said Company, as fully and amply,
to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its offices in
Fort Scott, State of Kansas, in their own proper persons.
The following Resolution was adopted at the Quarterly Meeting or the Boaro of Directors or The Western Fire Insurance Company, held on the
10th day of November, 1970:
"RESOLVED,That the signatures of officers of the Company and the seal of the Company may be affixed by facsimile to any Power of Attorney
executed in accordance with Section 27 of the Company Bylaws; and that any such Power of Attorney bearing such facsimile signatures, including
the facsimile signature of a certifying Assistant Secretary, and facsimile seal shall be valid and binding upon the Company with respect to any
bond, undertaking or contract of suretyship to which it is attached."
All authority hereoy conferred shall remain in full force and effect until terminated by the Company.
IN WITNESS WHEREOF, THE WESTERN FIRE INSURANCE COMPANY has caused these presents to be signed by its Vice -President, and its
corporate seal to be hereunto affixed this...............25.th............................................. day of .......... October ........................................ , 19.84..........
THE WESTERN FIRE INSURANCE COMPANY
By
��
.0.f iF�U,
fOSY.iI o
� ` SEAL
STATE OF KANSAS Vice President
COUNTY OF BOURBON ss
On this ........ 2.5.th... day of ........... ......... O.c.tober ......... A. D., 19....84.. , before the subscriber, a Notary Public in the State of Kansas in
and for the County of Bourbon, duly commissioned and qualified, came ..........J. F. Heim.. Vice President ,, of THE WESTERN
FIRE INSURANCE COMPANY, of Fort Scott, Kansas to me personally known to be the individual and officer described in, and who eicecuted the
preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn, deposeth and saith, that he is the officer of
the Company aforesaid, and that the seal affixed to the preceding instrument is the corporate seal of said Company, and the said corporate seal
and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company, and that
Bylaw, Section 27, adopted by the Stockholders of said Company, referred to in the preceding instrument, is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Fort Scott, the day and year first above
ar itten.
r -
NOTTARYARY
Afivoextary
My commission expires . September 5, 1988
rue�Ic Public. �
I� G. R Cantrell , Assistant Secretary of THE WESTERN FIRE INSURANCE COMPANY, do -hereby
certify that the above and foregoing is a true and correct copy of a power of attorney executed by said THE WESTERN -FIRE INSURANCE COM-
PANY, which is still in full force and effect. = `
IN WITNESS WHEREOF, I have signed this certificate at Fort Scott, Kansas, this ...................... ..........I.Tt4... :. ........... day of
September 19 ..........85..
Assistant Secretary.
STATUTORY PERFORMANCE BOND PURSUANT TO ARTICLE 5160
OF THE REVISED CIVIL STATUTES OF TEXAS AS
AMENDED BY
ACTS OF THE 56TH LEGISLATURE, REGULAR SESSION, 1959
KNOW ALL MEN BY THESE PRESENTS, that
(Hereinafter called the Principal (S), as Principal (s), and
She Western Fire Insurance Co Rany
(hereinafter called the Surety(s), as Surety(s) are held and firmly bound unto
the City of Lubbock (hereinafter called the Obligee), in the amount of
Three Million, Six Hundred Twenty Two Thousand, One Hunderd
Fourteen and no/100 Dollars
( 3.622.114.00 ) lawful money of the United States for the payment whereof,
the said Principal and Surety bind themselves, and their heirs, administrators,
executors, successors and assigns, jointly and severally firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with
the Obligee, dated the 12th day of September , 19 85 , to
98th Street Sanitary Sewer Main, Avenue "P" to Salisbury Avenue,
36-0001-14800-012480
and said principal under the law is required before commencing the work provided
for in said contract to execute a bond in the amount of said contract which
contract is hereby referred to and made a part hereof as fully and to the same
extent as if copied at length herein.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the
said Principal shall faithfully perform the work in accordance with the plans,
specifications and contract documents, then this obligation shall be void;
otherwise to remain in full force and effect. `
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions
of Article 5160 of the Revised Civil Statutes of Texas as amended by Acts of the
56th Legislature, regular session 1959, and all liabilities on this bond shall
be determined in accordance with the provisions of said article to the same
extent as if it were copies at length herein.
IN WITNESS WHEREOF, the said Principal(s) and Surety(s) have signed
and sealed this instrument this 17th day of September , 19 85
The Western Fire Insurance Company BRB Contractors, Inc.
Surety Principal --
4
By: -President
*By Byr R. Bra n _ (Title_)
M. Koger, Jr. le By.
ttorney-in-Fact
By:
(Title)
The undersigned surety company rep5e!env that it i dul qualified to
b s" ess e a aro, hPreb ignates Asn9 cesdQ Rornwa unt to whomsan thwest,In
(� ox 65 27T, xLu�'boc c.9 -Irx. Sri agent resident in Lubbock Co
(8063 794-35'45 g Y Y
requisite notices may be delivered and on whom service of process may be had in
matters arising out of such suretyship.
The Western Fire Insurance Com -Par
Surety
By:
Wn M. Koger, Jr.
ttorney-in-Fact
Approved as to Form.
City of Lu bock
By: E
A-V ity Attorney
*Note: If signed by an officer of the Surety Company there must be on file a
certified extract from the by-laws showing that this person has authority to
sign such obligation. If signed by an Attorney in Fact, we must have copy of
power of attorney for our files.
Performance Bond - Page 2
POWER OF ATTORNEY
The Western Fire Insurance Company
HOME OMCE —FORT SCOTT, KANSAS
KNOW ALL MEN BY THESE PRESENTS: That THE WESTERN FIRE INSURANCE COMPANY, of Fort Scott, Kansas, a corporation of the
State of Kansas, having its principal office in the city of Fort Scott, Kansas, pursuant to the following Bylaw, which was adopted by the Stock-
holders of the said Company on December 2, 1953, to -wit:
"Section 27. RESIDENT OFFICERS AND ATTORNEYS -IN -FACT. The president, any vice president or the secretary shal l have power and
authority to appoint resident vice presidents, resident assistant secretaries and attorneys -in -fact, and to give such appointees full power and au-
thority to make, execute and deliver in the name and on behalf of the corporation, bonds, recognizances, contracts of indemnity and other under-
takings and writings of obligatory nature, and to affix thereto the corporate seal of the corporation. The president, any vice president or the
sectetary shall also have power. at any time to remove and revoke the authority of any such appointee."
does heretikaomlrfate, constitute and appoint
John M Koger or ,john M. Koger, Jr.
of Eugene F. Konzem
of Topeka,Kansas
its true and lawful agent(s) and Attorney(s)-in-Fact, to make, execute, seal and deliver for and on its behalf, as Surety, and as its act and deed:
f
Any and all bonds and undertakings.
Provided, No authority is extended
for the execution of Open Penalty Bonds,
And the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said Company, as fully and amply,
to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected officers of the Company at its offices in
Fort Scott, State of Kansas, in their own proper persons.
The following Resolution was adopted at the Quarterly Meeting or the Board of Directors or The Western Fire Insurance Company, held on the
10th day of November, 1970:
"RESOLVED,That the signatures of officers of the Company and the seal of the Company may be affixed by facsimile to any Power of Attorney
executed in accordance with Section 27 of the Company Bylaws; and that any such Power of Attorney bearing such facsimile signatures, including
the facsimile signature of a certifying Assistant Secretary, and facsimile seal shall be valid and binding upon the Company with respect to any
bond, undertaking or contract of suretyship to which it is attached."
All authority hereoy conferred shall remain in full force and effect until terminated by the Company.
IN WITNESS WHEREOF, THE WESTERN FIRE INSURANCE COMPANY has caused these presents to be signed by its Vice -President, and its
corporate seal to be hereunto affixed this .................. 25.th............................................. day of .......... October ........................................ , 19.84.........
THE WESTERN FIRE INSURANCE COMPANY
��C
3 SEAL f<
By � °ykm. PF =
STATE OF KANSAS Vice President
COUNTY OF BOURBON ss
On this ........ 2.5.th... day of .................... O.c.t,ober.............. . A. D., 19....84.. , before the subscriber, a Notary Public in the State of Kansas in
and for the County of Bourbon, duly commissioned and qualified, came J F Heim, Vice President of THE WESTERN
FIRE INSURANCE COMPANY, of Fort Scott, Kansas to me personally known to be the individual and officer described in, and who executed the
preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn, deposeth and saith, that he is the officer of
the Company aforesaid, and that the :seal affixed to the preceding instrument is the corporate seal of said Company, and the said corporate seal
and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Company, and that
Bylaw, Section 27, adopted by the Stockholders of said Company, referred to in the preceding instrument, is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Fort Scott, the day and year first above
written.
1988 NOTARY
My commission expires . September 5, :> rusL,: '
AfVeN9tary Public. .�� �<
- •''�'+crow`'.
G. R. Cantrell e6_y
;. , _ ... , Assistant Secretary of THE WESTERN FIRE INSURANCE COMPANY, do hereby
certify that the above and foregoing is a`true and correct copy of a power of attorney executed by said THE WESTERN FIRE INSURANCE COM-
PANY, which is still in full force and effect.
IN WITNESS WHEREOF, I have signed this certificate at Fort Scott, Kansas, this ......: ......... ......... .... ..... ......... day rif
September.....................:..... . 19........ ,85.. P �.
::` sear.
Assistant Secretary.`° -I?
CERTIFICATE OF INSURANCE
TO: CITY OF LUBBOCK
Lubbock, Texas
DATE: 9/19/85
Type of
Project: Project No.
36-0001-14800-012480
THIS IS TO CERTIFY THAT BRB Contractors, Inc. 400 W. Curtis Topeka, KS
(Name and Address of Insured)
is, at the date of this certificate, insured by this Company with respect to the
business operations hereinafter described, for the types of insurance and in accor-
dance with the provisions of the standard policies used by this Company, and further
hereinafter described. Exceptions to standard policy noted hereon.
TYPE OF INSURANCE
Policy No. Effective Expires 7,imits of Liability
Workmen's WC2-141-033324-025 3/31/85 3/31/86 Statutory
Compensation
Owner's Protec- per Person $1,000,000
tive or Contingent Per Occurence $1,000,000
Liability LX1-141-033324- 9/18/85 9/18/86 property Damage $ 100,000
Contractor's Protec- Per Person $ 500,000
tive or Contingent Per Occurence $1,000,000
Liability LG1-141-033324-035 3/31/85 3/31/86 property Damage $ 250,000
Automobile Per Person $ 750,000
AS1-141-033324-045 3/31/85 3/31/86 Per Occurence $ 750,000
Property Damage $ 750,000
The foregoing Policies (do) (do not) cover all sub -contractors.
Locations Covered: All locations
DESCRIPTION of Operations Covered
All operations of the Named Insured
The above policies either in the body thereof or by appropriate.endorsement provide
that they may not be changed or cancelled by the insurer in less than the legal time
required after the insured has received written notice of such change or cancellation,
or in case there is no legal requirement, in less than five days in advance of cancel-
lation. `
FIVE COPIES OF THIS CERTIFICATE
MUST BE SENT TO THE OWNER.
*10 days notice of cancellation
*Waiver of Subrogation on all policies in
favor of City of Lubbock, TX
Liberty Mutual Insurance Co.
(Dame of Insurer)
By . 2
Titley ��
N: 531334
CASUALTY INSURANCE
BINDER
LIBERTY
MUTUAL
LIBERTY MUTUAL INSURANCE COMPANY' . LIBERTY MUTUAL FINE INSURANCE COMPANY . BOSTON
IIBERIY INSURANCE CWRATION
INSURED CITY OF LUBBOCK
LUBBOCK
ADDRESS TX 79400
Pending the issuance of the policy or policies of the type or types described below, LIBERTY MUTUAL INSURANCE COMPANY Or LIBERTY MUTUAL
FIRE INSURANCE COMPANY Or LIBERTY INSURANCE CORPORATION agrees to insure the insured, but only for the coverages and hazards indicated, in ac-
cordance with the provisions of the policy or policies in current use by it. The limit of the Company's Liability or Amount of Insurance against each
such coverage and hazard shall be as stated herein, subject to all the terms of the policy having reference thereto, and no insurance is provided for coverages
or hazards for which no such limit or amount is stated. Issuance of the executed policy or policies voids this binder as of the effective date of such policy.
This binder may be canceled (1) by the company by written notice to the insured at the address shown above stating when thereafter such cancelation
shall be effective, or (2) by the insured by mailin wri notice to the company stating whet thereafter such cancelation shall be effective.
This binder shall be effective on 9—� 8-6 at 1 "L : 01 —A. M., and, unless previously canceled, shall
expire on 11-17-85 , at 12:01 o'clock A.M., Standard Time, at the address of the insured.
POLICY
SYMBOL.
POLICY NUMBERLOCATION
(TO BE ASSIGNED)
TYPE OF POLICY
NUMBER
LOCATIONS TO WHICH BINDER APPLIES
LX
OWNERS' AND CONTRACTORS'
LUBBOCK, TX
POLICY
LOCATION
PROTECTIVE LIABILITY
EACH
AGGREGATE
LIMITS OF LIABILITY FOR WORKERS' COMPENSATION, EMPLOYERS' LIABILITY AND GENERAL LIABILITY HAZARDS:
WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY
STATES COVERED
LIMIT OF LIABILITY — COVERAGE B
BODILY INJURY BY ACCIDENT
$ EACH ACCIDENT
BODILY INJURY BY DISEASE
$ EACH PERSON
BODILY INJURY BY DISEASE
$ POLICY LIMIT
GENERAL LIABILITY
BODILY INJURY LIMITS
PROPERTY DAMAGE LIMITS
NO AGGREGATE LIMIT FOR
POLICY
LOCATION
HAZARDS*
EACH
AGGREGATE
ELEVATORS OR CERTAIN
SYMBOL
NUMBER
COVERED
OCCURRENCE
FOR PRODUCTS
PREMISES -OPERATIONS HAZARDS
EACH OCCURRENCE
AGGREGATE
f
f
f
f
"Hazards insured at each location are specified in the "Hazards Covered" column by number:
1. Premises Operations—Elevators; 2. Independent Contractors—Protective; 3. Products—
Completed Operations; 4. Contractual; 5. Medical Payments
POLICY SPECIAL PROVISIONS OR AMOUNTS OF INSURANCE FOR OTHER CASUALTY POLICIES
SYMBOL
LX CONSTRUCTION OPERATIONS
CONTRACTOR: BODILY INJURY – 1,000,000 EACH OCCURRENCE
BRB CONTRACTORS, INC. PROPERTY DAMAGE – 100,000 EACH OCCURRENCE
400 S.W. CURTIS ST. 100,000 AGGREGATE
TOPEKA, KS 66608
This binder when duly countersigned is issued On behalf of LIBERTY MUTUAL INSURANCE COMPANY or LIBERTY MUTUAL FIRE INSURANCE COMPANY
or LIBERTY INSURANCE CORPORATION, herein referred to as the Company as respects the indicated coverages under forms customarily written in such
Company. APPROVED BY: TONY SHELBY
LIBERTY MUTUAL INSURANCE COMPANY 9-19-85 SALES REP AND SALES OFFICE
LIBERTY MUTUAL FIRE INSURANCE COMPANY
ONDERER 4
LIBERTY INSURANCE CORPORATION P
� POLICY ISSUING OFFICE NEW ORR REN.
MISHAWAKA NEW
....................... .
�.
SECRETAPY oaesoEwT Countersigned By Authorized Representative TYPED BY DATE
BS 226 R8 Printed in U.S.A. PT 9-23-85
GENERAL CONDITIONS OF THE AGREEMENT
1. OWNER
Whenever the word_ Owner, or the expression Party of the First Part, or
First Party, are used in this contract, it shall be understood as.referring to
the City of Lubbock, Texas.
2. CONTRACTOR
Whenever the word ,Contractor, or the expression Party of the Second Part,
or Second Party, is used, it shall be understood to mean the person, persons,
co -partnership or corporation, to -wit: BRB Contractors Inc.
who has agreed to perform tie work embraced in
this contract, or to his or'their legal representative.
3. OVIIER' S REPRESENTATIVE,
Whenever the word Owner's Representative or representative is used in
this contract, it shall be understood as referring to Samuel W. Wahl
Director of Water Utilities , City Hall, Lubbock, Texas, under
whose supervision these;.contract documents,'including the plans and specif-
ications, were prepared, and who will inspect constructions; or to such other
representative, supervisor, or inspector as may be authorized by said Owner to
act in any particular, under this agreement. Engineers, supervisor or inspectors
will act for the Owner under.the_direction:of.Owner's Representative, but
shall not directly supervise the Contractor or men acting in behalf of the
Contractor. The Owner's Representative shall have authority to approve change
orders involving a decrease or increase in cost of fve'thousand dollars or
less.
4. CONTRACT DOCUMENTS
The contract documents shall consist of the Notice to Bidders, General
Instructions to Bidders, Proposal, Signed Agreement, Statutory Bonds (if re-
quired), General Conditions of the Agreement, Special Conditions of the Agree-
ment (if any), Specifications, Plans, Insurance Certificate, and all other
documents made available to Bidder for his inspection in accordance with the
Notice to Bidders.
S. INTERPRETATION OF PHRASES
Whenever the words "Directed," "Permitted," "Designated," "Required,"
."Considered Necessary," "Prescribed,'.' or words of like import are used, it
shall be understood that the direction, requirement, permission, order, designa-
tion or prescription of the Owner's_ Representative is intended; and similarly,
the words "Approved," "Acceptable," "Satisfactory," or words of like import
shall mean approved by or acceptable or satisfactory to the Owner_'s_Representa-
tive.
Whenever in the Specifications or drawings accompanying this agreement,
the terms of description of various qualities relative to finish, workmanship,
or other qualities of similar kind which cannot, from their nature, be specifi-
cally and clearly described and specified, but are necessarily described in.
general terms, the fulfillment of which I must, depend on individual judgment,
then, in all such cases, any question of the fulfillment of said Specifications
II -1
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE_
The Contractor shall be furnished with 2 copies of all Plans, Pro-
files and Specifications without expense to him and he shall keep one copy of
same consistently accessible on the job site.
12. RIGHT OF ENTRY
The Owner's Representative may make periodic visits to the site to observe
the progress and quality of the executed work and to determine, in general, if
the work is proceeding in accordance with the contract documents. He will „not
be required to make exhaustive -or continuous on-site inspections to check the
quality or quantity of the work, nor will he beresponsible for the'construc-
tion means, methods, techniques, sequences or procedures, or the safety precautions
incident thereto. His efforts will be directed towards providing assurances
for the Owner that the completed project will conform to the requirements"of
the contract documents, but he will not be responsible for the Contractor's
failure to perform the work in accordance with the Contract Documents. On the
basis of his on-site observations, he will keep the Owner informed of the pro
gress of the work and _will_endeavor tR_guard the Owner against defects and
deficiencies in the work of the Contractor.
13. LINES AND GRADES
All lines and grades shall be furnished by the Owner's Representative
whenever necessary for the commencement of the work contemplated by these
contract documents or the completion of the work contemplated by these contract
documents. Whenever necessary, Contractor shall suspend his work in order I to
permit Owner's Representative to comply with this requirement, but such suspension
will be as brief as practical and Contractor shallbepallowed no extra compensation
therefore. The Contractor shall give the Owner's Representative ample notice
of the time and place where lines and grades will be needed. All stakes,
marks, etc., shall be carefully preserved by the Contractor, and in case of
careless destruction or removal by him, his Subcontractors, or his employees,
such stakes, marks, etc., shall. be replaced by the Owner's Representative at
Contractor's expense.
14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to
this Agreement that the Owner_ ' Representative shall review all work included
herein. He has the authority to stop the work whenever such stoppage may be
necessary to insure the proper execution of the contract. In order to permit
delays and disputes and to discourage litigation, it is Further agreed that
the Owner's Representative shall, in all cases, determine the amounts and
quantities of the several kindsofwork which are to be paid for under this
contract. He shall determine all questions in relation to'said work and the
construction thereof, and shall, in 11 all cases, decide every question which may
arise relative to the execution of this contract on the, part of said Contractor.
The Owner's Representative's estimates and findings shall be conditions pre-
cedent to the right of the parties hereto to arbitration, or, to any action on
the contract, and to any rights of the Contractor to receive any money under
this contract; provided, however, that should Owner's Representative render
any decision or _give any direction, which in the opinion of either party
hereto, is not in accordance with the meaning and intent of this contract,
II -3
either party may file with said Owner's Representative within 30 days his
written objection to the decision or direction so rendered, and by such action
may reserve the right to submit the question so raised to arbitration as
hereinafter provided. It is the intent of this Agreement that there shall be
no delay in the execution of the work, therefore, written decisions or direction
of the Owner's Representative as rendered shall be promptly carried out, and
any claim arising therefrom shall be thereafter adjusted to arbitration as
hereinafter provided.
The Owner's Representative shall, within a reasonable time, render and
deliver to both the Owner and the Contractor a written decision on all claims
of the parties hereto and on all questions which may arise relative to the
execution of the work or the interpretation of the contract, specifications
and plans. Should the Owner's Representative fail to make such decision
within a reasonable time, an appeal to arbitration may be taken as if his
decision had been rendered against the party appealing.
15. SUPERINTENDENCE AND INSPECTION
It is agreed by the Contractor that the Owner's Representative shall be
and is hereby authorized to appoint from time to time such subordinate engineers,
supervisors, or inspectors as the said Owner's Representative may deem proper
to inspect the materials furnished and the work done under this Agreement, and
to see that said material is furnished and said work is done in accordance
with the specifications therefor. The Contractor shall furnish all reasonable
aid and assistance required by the subordinate engineers, supervisors, or
inspectors for the proper inspection and examination of the work. The Contractor
shall regard and obey the directions and instructions of any subordinate
engineers, supervisors or inspectors so appointed, when such directions and
instructions are consistent with the obligations of this Agreement and accompanying
plans and specifications, provided, however, should the Contractor object to
any orders by any subordinate engineer, supervisor or inspector, the Contractor
may within six (6) days make written appeal to the Owner's Representative for
his decision.
16., CONTRACTOR'S DUTY AND SUPERINTENDENCE
The Contractor shall give personal attention to the faithful prosecution
and completion of this contract and shall keep on the work, during its progress,
a competent superintendent and any necessary assistants, all satisfactory to
Owner's Representative. The superintendent shall represent the Contractor in
his absence and all directions given to him shall be binding as if given to
the Contractor. Adequate supervision by competent and reasonable representa-
tives of the Contractor is essential to the proper performance of the work and
lack of such supervision shall be grounds for suspending operations of the
Contractor.
The work, from its commencement to completion, shall be under the exclu-
sive charge and control of the Contractor and all risk in connection therewith
shall be borne by the Contractor.
The Owner or Owner's Representatives will not be responsible for the acts
or omissions of the Contractor, or any subcontractors, or any of his agents or
employees, or any other persons performing any of the work.
EI
17. CONTRACTOR'SUNDERSTANDING
It is understood and agreed that the Contractor has, by careful examina-
tion, satisfied himself as to the nature and location of, the „work; the confir-
mation of the ground, the character, quality and quantity of materials to be
encountered, the character of equipment and facilities needed preliminary to
and during the prosecution of the work, and the general and local conditions,
• and all other matters which in any way effect the'work under this contract.
No verbal agreement or conversation with any officer, agent, or employee of
the Owner, either before or,after the execution of this contract, shall effect
or modify any of the terms or obligations herein contain1.ed- _.
18. CHARACTER OF WORKMEN
The Contractor agrees to employ only orderly and competent men, skillful
in the performance in the type of work required under this contract, to do the
work; and agrees that whenever the Owner's Representative shall inform „him in
writing that any man or men on the work, are, in his opinion, incompetent, un-
faithful, or disorderly, such man or men shall be discharged from the work and
shall not again be employed on the work without the Owner`s Representative's
written consent.
19. CONSTRUCTION PLANT
The Contractor shall provide all labor, tools, equipment, machinery and
materials necessary in the prosecution and completion of thda contract where,
it is not otherwise specifically provided that Owner shall. furnish same, and
it is also understood that Owner shall not be held respons1ble for the care,
preservation, conservation, or protection of any materials„ tools`, equipment
or machinery or any part of the work until it is finally completed and accepted.
The building of structures for the housing of men or equipment will be
permitted only at such places as the Owner's Representative shall direct, and
the sanitary conditions of the grounds in or about such_stiructure shall at all
times be maintained in a manner satisfactory to the Owner`s Representative.
20. SANITATION
work site,
properly Cesecluded ssary nfrom public nobservation, shall be constructed and maintained
P
by the Contractor in such manner and at such points at shaxl be approved by
the Owner's Representative and their use shall be strictly enforced.
21. OBSERVATION AND TESTING
The Owner or Owner's Representative shall have the right at all reasonable
times to observe and test the work. Contractor shall make necessary arrangements
and provide proper facilities and access for such observation and testing at
any location wherever work is in preparation or progress. Contractor shall
ascertain the scope of any observation which may be contemplated by Owner or
Owner's Representative and shall give ample notice as to the time each part of
the work will be ready for such observation. Owner or Owner's Representative
may reject any work found to be defective or not in accordance with the con -
11 -5
tract documents, regardless of the stage of its. completion or the time or
place of discovery of such errors, and regardless of whether Owner's Observer
has previously accepted the work through` oversight or otherwise. If any work
should be covered without approval or consent of the _Owner, it must, if requested
by Owner or Owner's Representative be uncovered for examination at Contractor's,
expense. In the event that any part of the work is being fabricated or manu-
factured at a location where it .is not convenient'for nOwner uor Owner'syRepresenta-
tive go make observations of such work or require testing of said work, then
in such event Owner or Owner's, Representative may require Contractor to fur-
nish Owner or Owner's_ Representative certificates of inspection, testing or
approval made by persons competent to perform such tasks at the location where
that part of the work is being manufactured or fabricated. I All, ,such tests___,
...... ..........
will be in accordance with the methods prescribed by the American Society for
Testing and Materials or such other applicable organization as may be required
by law or the contract documents.
If any work which is required to be inspected, tested, or approved, is
covered up without written approval or consent of the Owner or Owner's Repre-
sentative, it must, if requested by the Owner or Owner's Representative, be
uncovered for observation and testing at the Contractor's expense. The cost
of all such inspections, tests, and approvals shall be borne by the Contractor
unless otherwise provided herein. Any work which fails _to meet the, requirements
of any such tests, inspections or approval, and any work which meets the
requirements of any such tests_ or approval but does not meet the requirements
of the contract documents shall be considered defective Such defective work
shall be corrected at the Contractor's expense.
Neither observations_ by the Owner or Owner's Representative, nor inspec-
tions, tests, or approvals made by Owner, Owner's Representative, or other
persons authorized under _this _agreement to make such inspections, tests, or
approvals, shall relieve the Contractor from his obligation to perform the
work in accordance with the requirements of the contract_ documents.
22. DEFECTS AND THEIR REMEDIES
It is further agreed that if the work or any part thereof, or any material
brought on the site of the work for use in the work. or, selected for the same,
shall be deemed by the Owner or Owner's Representative as unsuitable or not in
conformity with plans, specifications and contract documents; the Contractor
shall, after receipt of written notice thereof from the Owner.'. Representative,
forthwith remove such material and rebuild or otherwise remedy such work so
that it shall be ,in full accordance with this contract It is further agreed
_,..w .,...... _a n..,.aa.. .,_. .....:. ,.,x,r
that any remedial action contemplated as hereinabove set forth shall be at
Contractor's expense.
23. CHANGES AND ALTERATIONS
The Contractor further agrees that the Owner may make such changes and
alterations as the Owner may see fit, in the line, grade, form, dimensions,
plans or materials for the work _herein contemplated, or any part thereof,
Lj
either before or after the beginning of the construction, without affecting
the validity of this contract and the, accompanying bond.
If such changes or alterations diminish the quantity tof the work to be
done, they shall not _constitute the basis for a claim for damages, or antici-
pated may be
pated profits on the wordispensed with. If they increase the
amount of work, and the increased work can „yfairly be classified under the
specifications, such increase shall be paid according to tUie quantity actually
done and at the unit price established for such work under- this contract;
otherwise such additional work shall be paid for as provided under Extra Work.
In case the Owner shall make such changes or alterations asp shall make useless
any work already done or material already furnished or userd in said work, then
the Owner shall recompense the Contractor for any material or labor so used,
and for any actual loss occasioned by such .change, due to aictual expenses in-
curred in preparation for the work as originally planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall bae understood to
mean and include all work that may be required by the Ownew or Owner's Repre-
sentative to be done by the Contractor to`accomplish any c1hange, alteration or
addition to the work as shown on the plans and specif icatlions or contract
documents and not covered by'Contractor's proposal, except .as provided under
Changes and Alterations herein.
It is agreed that the_Contractor shall perform all era work under the
direction of the Owner's Representative when presented witlh a written work
order signed by the Owner's Representative, subject, howe�r, to the right of
the Contractor to require written confirmation„of such extrra work order by the
Owner. It is also agreed that the compensation to be paid,-to`the'"Contractor
for performing said extra work shall be determined by one wr more of the
following methods:
Method (A) - By agreed unit prices; or
Method (B) - By agreed lump sum; or
Method (C) - If neither Method (A) or Method (B) be aEreed upon before
the extra work is commenced, then the Contractor shall
be paid the actual field cost of the worik, plus fifteen
(15%) per cent.
In the event said extra work be performed and paid fear under Method (C),
then the provisions of this paragraph shall apply and the "'actual field cost”
is hereby defined to include the cost of all workmen, sucha as foremen, time-
keepers, mechanics and laborers, and materials, supplies, tteams,`trucks,
rentals on machinery and equipment, for the time actually cemployed or used on
such extra work, plus actual transportation charges necessarily incurred,
together with all expenses incurred directly on account of: such extra work,
including Social Security, Old Age Benefits, Maintenance B3onds, Public Lia-
bility and Property Damage and Workmen's Compensation and all other insurances
as may be required by law or ordinances or directed by thet Owner or Owner's
Representative, or by them agreed to. _Owner's Representavive may direct the
form in which accounts of the actual field cost shall be kzept and records of
these accounts shall be made available to the Owner's Representative. The
1UWA
Owner's Representative may also specify in writing, befoore work commences,
the method of doing the work and the type and kind of umchinc•.y and equipment
to be used; otherwise, these matters shall be_determined by the Contractor.
Unless otherwise agreed upon, the prices for the use of machinery and equip-
ment shall be determined by using 100%, unless otherw.ser specified, of the
' latest Schedule _ofEquipment and Ownership Expenses adopoted by the Associated
General Contractors of America. Where practical, the terms and prices for the
use of machinery and equipment shall be incorporated in the written extra work
order. The fifteen per cent (15`6) of the actual field crest to be paid to
Contractor shall cover and compensate him for his profit., overhead, general
superintendence, and field office expense, and all other_ elements of cost and
expense not embraced within the actual field _cost as herein defined,, save that
where the Contractor's Camp or Field Office must be maixotained primarily on
account of such Extra Work, then the cost to maintain and operate the same
shall be included in the "actual field cost."
No claim for extra work of any kind will be allowed unless ordered in
.writing by the Owner's Representative. In case any ordex-s or instructions
appear to the Contractor to involve extra work for which he should receive
compensation or an adjustment in the construction time, be shall make written
request to the Owner's Representative for a written drdes authorizing such
extra work. Should a difference of,opinion arise as to what does or does_. not
constitute extra work, or as to the payment therefor, and the Owner's Repre-
sentative insists upon its performance, the Contractor sbLall proceed with the
work after making written request for written order and small keep adequate
and accurate account of the -actual , field cost thereof, an prc-•ided under
Method (C). The Contractor will thereby preserve .the rig;bt submit the
matter of payment to arbitration as ,herein below provided.
25. DISCREPANCIES AND OMISSIONS
It is further agreed that it is the intent of this, cor ct that all work
described id the proposal, the specifications, plans and o. contract docu-
ments, is to be done for the prices quoted by the Contracto and that such
price shall include all, appurtenances necessary to complete tne'work in ac-
cordance with the intent of these contract, documents as interpreted by Owner's
Representative. If the Contractor finds any discrepancies or omissions in
these plans, specifications, or contract documents, Te sisould notify the
Owner's Representative and obtain a clarification before the bids are received,
and if no such request is received by the Owner's Representative prior to the
opening of bids, then it shall be considered that the Contractor fully under-
stands the work to be included and has provided sufficient sums in his pro-
posal to complete the work in accordance.with_these plans and specifications.
It is further understood that any request for clarification must be submitted
Y prior opening no later than. five days riot to the o enin of bids
26. RIGHT OF OWNER TO MODIFY METHODS AND EQUIPMENT
If at any time the methods or equipment used by�the Contractor are found
to be inadequate to secure the quality of work with the rate of progress re-
quired under this contract, the Owner or Owner's Representative may order the
Contractor in writing to increase their safety or improve their character and
efficiency and the Contractor shall comply with such order.
j
if, at any time, the working force of the Contractor is inadequate for
securing the progress herein specified, the Contractor shall, if so ordered in
writing, increase his force or,equipment, or both, to such an extent as to
give reasonable assurance of compliance with the schedule of progress.
y _
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or policies of Work-
men's Compensation Insurance with an insurance company licensed to transact
business in the State of Texas, which policy shall comply with the Workmen's
Compensation laws of the State of Texas. The Contractor shall at all times
exercise reasonable precaution for the safety 'of employees and others on or
near the work and shall„rcomply with all applicable provisions of ,federal,
state and municipal laws and building and construction codes. All machinery
and equipment and other physical hazards shall be guarded in accordance with
the "Manual of Accident Prevention in Construction” of Associated General
Contractors of America, except A ii'incompatible with federal, state or
municipal laws or regulations. The Contractor, his sureties and insurance
carriers shall defend, indemnify and save harmless the Owner and all of its
officers, agents and employees from all suits, actions, or claims of any
character whatsoever, brought for or on account of.any injuries or damages
received or sustained by any person or persons or property, on account'of any
negligent act or fault of the Contractor or any subcontractor, their agents or
employees, in the execution and supervision of said contract, and the project
which is the subject matter of_this contract, on account of the failure of
Contractor or any subcontractor to provide necessary barricades,'warning
lights, or signs, and will be required to pay any judgment with costs which
may be obtained against the Owner _or_any of its officers, agents, or employees
including attorney's fees
The safety precautions taken shall be the sole responsibility of the
Contractor, in his sole _discretion �as an1In1dependent Contractor; inclusion' of
this paragraph in the Agreement,'as well as any notice which_may be given by
the Owner, the Owner's Representative concerning omissions under this paragraph
as the work_ progresses, are intended as reminders to the Contractor of his
duty and shall not be construed as any assumption of duty to supervise safety
precautions by either the Contractor or any of his subcontractors,
28. CONTRACTOR'S INSURANCE
The Contractor shall procure and carry at his sole cost and expense
throughout the life of this contract, insurance protection as hereinafter
specified. Such insurance shall be carried with an insurance company licensed
to transact business in the State of Tex6s and shall cover all operations in
connection with this contract, whether performed by the Contractor or a sub-
contractor, or separate policies shall be provided covering the operation of
each subcontractor.
a,
(A) Workmen's Compensation and. Employer's Liability Insurance
As required by State statute covering all employees employed on a
work whether employed by the Contractor or any Subcontractor on the job.
11-9
(B) Owner's Protective or Contingent Public Liability Insurance and
Property Damage Liability Insurance
The Contractor shall _obtain an Owner's Protective, or Contingent
Public Liability Insurance policy naming the City of Lubbock as an addi-
tional insured and the amount of such policy shall be as follows:
$ 50.0'aaT for bodily injuries, including accidental death,
to any one person, but limited to $ tp 00D,00o per occurrence,
and $1QQ�000 for property damage.
The Contractor shall obtain a Contractor' Protective,(Contingent)
Liability Insurance policy and the amount of said policy shall be as
follows:
In an amount not less than $__500_,000 for bodily injuries,
including accidental death, to any one person, but not less than
$ 1,000,000 per occurrence and in the amount of not less
than $ 100,000 for property damage.
(C) Automobile Insurance
The Contractor shall procure automobile insurance providing coverage
as follows;
In an amount not less than _$ 100,000 for injuries,
including accidental death, to any one person, but not less than
$00.000 per occurrence, and in the amount of
not less than $ 100,000 for property damage.
z
(D) Proof of. Coverage
Before work on this contract is commenced, each Contractor and sub-
contractor shall submit to the Owner,for approval Five (5) certi-
ficates of insurance_ covering each insurance policy carried and offered'
as evidence of compliance with the above insurance_ requirements, signed
by an authorized representative of the insurance company setting forth:
(1) The name and address of the insured.
(2) The location of the operations to which the insurance applies.
(3) The name of the policy and type or types of insurance in
force thereunder on the date borne by such certificate.
(4) The expiration date of the policy and the limit or limits
of liability thereunder on the date borne by such certificate.
(5) A statement that the insurance of the type afforded by
the policy applies to all of the operations of whatever
character, which are undertaken by the insured during the
performance of this contract, provided such operations are
required in the performance of the contract.
(6) A provision that the policy may be cancelled only by mailing
written notice to the named insured, at the address rtshown Fin the
II -10
policy stating when, not less than ten (10) days thereafter,
cancellation of such policy shall be effective, with a copy to
the Owner of said letter of intent. _
29. PROTECTION AGAINST CLAIMS OF„SUBCONTRACTORS, LABORERS, MATERIALMEN,
AND FURNISHERS OF MACHINERY, _ Et�IPIf�TT' AIS SUT'PLIES _
a The Contractor agrees that he will indemnify and save the Owner harmless
from all claims growing out of any demands of subcontractors, laborers, work-
men, mechanics, materialmen and furnishers of machinery and parts thereof,
equipment, power tools, all suppliers, including commissary, incurred in the
furtherance of the performance of this contract. When Owner so„desires, the
Contractor shall furnish satisfactory evidence that all obligations of the
nature hereinabove designated have been paid, discharged or waived.
If during the progress of the work, Contractor shall allow any indebted-
ness to accrue for work furnished by any of those designated in the preceding
paragraph and shall fail to pay and discharge any such indebtedness within_
five (5) days after demand is made, then Owner may, during the period for
which such indebtedness shall, remain unpaid,withhold from the unpaid portion
of this contract, a sum equal to the amount of such unpaid indebtedness or may
apply the sum so withheld to discharge any such indebtedness.
Any and all communications between any party under this paragraph must be
in writing.
30. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
The Contractor shall pay all royalties and license fees, and shall pro-
vide for the use of any design, device, material or process covered by letters
patent or copyright by suitable legal agreement with the Patentee or Owner
thereof. The Contractor shall defend all suits or claims for infringement of
t a, ,>..: .. ,_.v
any patent or copyrights and shall indemnify' and save the Owner harmless from
any loss on account thereof, except that Owner shall defend all such suits and
claims and shall be responsible for all such loss when a particular design,
device, material or process or the product of a particular manufacturer or
manufacturers is _,specified or required in these contract documents by Owner;
provided, however, if choice of alternate__ design, device, material or process
is allowed to the Contractor, then Contractor shall indemnify and.save Owner
harmless from any loss on account thereof. If the material or process speci-
fied or required by Owner is an infringement, the Contractor shall be responsible
for such loss unless he promptly gives written notice to the Owner of such
infringement.
31. LAWS AND ORDINANCES
The Contractor shall at all times observe and gPcomply with all federal,
state and _local laws, ordinances and regulations, which in any manner effect
the contract or the work, and shall indemnify and save harmless the Owner
against any claims arising from the violation of any such laws, ordinances,
and regulations, whether by the Contractor or his employees. If the Con-
tractor observes that the plans and specifications are at variance therewith,
` he shall promptly notify the Owner's Representative in writing and any neces-
sary changes shall be, adjusted as provided in the contract for changes in the
work. If the Contractor performs any work knowing it to be contrary to such
laws, ordinances, rules and regulations, and without such notice to the Owner's
Representative, he shall bear all costs arising therefrom.
II -11
The Owner is a municipal corporation of the State of Texas and. the law
from which it derives its powers, insofar as the same regulates the objects
for which, or the manner _in which, or the conditions under which the Owner may
enter into contracts, shall be controlling, and shall be considered as part of
j
this contract to the same effect as though embodied herein.
a 32. ASSIGNMENT AND SUBLETTING
JX
The Contractor further agrees that he will retain personal control and
will give his personal attention to _the fulfillment of this contract. The
Contractor further agrees that subletting of any portion or feature of the
work, or materials required in the performance of this contract, shall not
relieve the Contractor from his full obligations to the Owner, as provided by
this contractual agreement.
33. TIME FOR COMPLETION AND LIQUIDATED DAMAGES
It is hereby understood and_mutually agreed by and between the Contractor
and the Owner, that the date of beginning and time for completion as specified
in the contract of ,work to be done hereunder are essential conditions of this ,.
contract; and it is further mutually understood and agreed.that'the work em-
braced we to be specified in the
braced. in .this contract shall be commenced on a date .,y
Notice to Proceed.
If the Contractor should neglect, fail, or refuse to.complete the work
within the time herein specified, or any proper extension thereof granted by
the Owner, then the Contractor does hereby agree as part of the consideration
for the awarding of this contract, the Owner may withhold permanently from
Contractor's total compensation, the sum of One Hundred
Dollars ($ 100.00 ), not as a penalty, but as liquidated damages for the
breach of the contract isbirein'set forth for each and every calendar day
that the Contractor shall be in default after the ti a stipulated for com-
pleting the work.
It is expressly understood. and agreed, by and between Contractor and the
Owner, that the time for the completion of the work described herein is rea-
sonable time for the completion of the same, taking into consideration the
average climatic change and conditions and usual industrial conditions pre-
vailing in this locality.
The amount is fixed and agreed upon by and between the Contractor and the
Owner because of the impracticability and extreme difficulty in fixing and
ascertaining actual damages the Cumer would in such event sustain, and the
amount is agreed to be damages the Owner would sustain and, shall be retained
by the Owner from current periodical estimates for payments or from final
payment.
It is further agreed and understood between the Contractor and Owner that
time is of the essence of this contract
11-12
34. TIME AND ORDER OF COMPLETION
It is the meaning and intent of this contract, unless otherwise herein
specifically provided, that the Contractor shall be allowed to prosecute his
work at such time and sessions, in such order of precedence, and in such
manner as shall be most conductive to economy of construction; provided,
however, that the order and time of prosecution shall be such that the work
shall be substantially completed as a whole and in part, in accordance with
this contract, the plans and specifications, and within the time of completion
designated in the proposals; provided, also, that when the Owner is having
other work done, either by contract or by his own force, the Owner's Representa-
tive may direct the time and manner of constructing work done under this
contract so that conflicts will be avoided and the construction of the various
works being done for the Owner shall be harmonized.
The Contractor shall submit, at such times as may reasonably be requested
by the Owner's Representative, schedules which shall show the order in which
the Contractor proposes to carry on the work, with dates at which the Contractor
will start the several parts of the work, and estimated dates of completion of
the several parts.
35. EXTENSION OF TIME
The Contractor agrees that he has submitted his proposal in full recog-
nition of the time required for the completion of this project, taking into
consideration the average climatic range and industrial conditions prevailing
in this locality, and has considered the liquidated damage provisions of
paragraph 33 hereinabove set forth and that he shall not be entitled to, nor
will he request, an extension of time on this contract, except when his work
has been delayed by an act or neglect of the Owner, Owner's Representative,
employees of the Owner or other contractors _employed by the Owner, or by
changes ordered in the work,, or by strike, walk -outs, acts of God or the
public enemy, fire or flood. The Contractor may apply in writing for an
extension of time, submitting therewith all written justification as may be
required by Owner's Representative for such an extension as requested by
Contractor. The Owner's Representative within ten (10) days after receipt of
a written request for an extension of time by the Contractor supported by all
requested documentation shall then _submit such written request to the City
Council of the City of Lubbock for their consideration. Should the Contractor
disagree with the action of _City Council on granting an extension of time,
such disagreement shall be settled by arbitration as hereinafter provided.
36. HINDRANCE AND DELAYS
In executing the contract agreement, the Contractor agrees that in under-
taking to complete the work within the time herein fixed, he has taken into
consideration and made allowances for all hindrances and delays incident to
such work, whether growing out of delays in securing material or workmen or
otherwise. No charge shall be made by the Contractor for hindrance or delays
from any cause during the progress of any part of the work embraced in this
contract except where the work is stopped by order of the (ismer or Owner's
Representative for the Owner's convenience in which event such expense as in
the judgment of the Owner's Representative that is caused by such stoppage
shall be paid by Owner to Contractor.
37. QUANTITIES AND MEASUREMENTS
No extra or customary measurements of any kind will be allowed, but the
actual measured or computed length, area, solid contents, number and weight
only shall be considered, unless otherwise specifically provided.
In the -event this contract is let on a unit price basis, then Owner and
Contractor agree that this contract,- including the specifications, plans and
other contract documents are intended to show clearly allwork to be done and
material to be furnished hereunder. i;i
- hereihe- estimated quantities -iie'ifi6,46
for the various classes of work to be done and material to be furnished under
this contract, they are approximate and are to be usedPoniy as a iasis for
estimating the probable cost of the work and for comparing their proposals
offered for the work. It is understood and agreed that the actual amount of
work to be done and the materials to be furnished under this contract, may
differ somewhat from these estimates, and that wh e I r , e t"Al basis
to I r . payment
under this contract is the unit price method, payment shall be for the actual
amount of work done and materials furnished on'the project.
38. PROTECTION OF ADJOINING PROPERTY
The Contractor shall take proper means to protect the adjacent or adjoining
property or properties in any way encountered, which may be injured or seriously
affected by any process of construction to be undertaken under this agreement,
from any damage or injury by reason of said process of construction; and he
shall be liable for,any and all claims for such damage on account of his
failure to fully protect all adjacent property. The Contractor agrees to
.indemnify, save and hold harmless the lOwner.- against any claim or claims for
damages due to any injury to any adjacent or adjoining property, arising or
growing 'out of the performance of this contracts
39. PRICE FOR WORK
In consideration of the furnishing of all necessary labor, equipment and
material and the completion of all work by the Contractor, and on the delivery
of all materials embraced in this contract: in full conformity with the specifi-
cations and stipulations herein contained, the Owner agrees t6'pay the Conractor
the price set forth in the proposal attached hereto, which has been made a
part of this contract, and the Contractor hereby agrees to receive such price
in full for furnishing all materials and all labor required for the aforesaid
work, also, for all expenses incurred by him and for well and truly performing
the same and the whole thereof in the manner and according to this agreement,
iremint
the attached specifications, plans, contract documents and requirements of.
Owner's Representative.
40. PAYMENTS
No payments made or certificates given shall be considered as conclusive
evidence of the performance of the contract, either wholly or in part, nor
shall any certificate or payment be considered as acceptance of defective
work. Contractor shall at any time requested during the progress of the work
furnish the Owner or Owner's Representative with a verifying certificate
showing the Contractor's total outstanding indebtedness in connection with the
work. Before final payment is made, Contractor shall satisfy Owner, by affidavit
i i - 14
or otherwise, that there are no outstanding liens against Owner's premises by
reason of any work under the contract. Acceptance by Contractor of final
payment of the contract price shall constitute a waiver of all claims against
Owner which have not theretofore been timely filed as provided in this contract.
41. PARTIAL PAYMENTS
On or before the tenth day of each month, the Contractor shall submit to
Owner's Representative an application for partial payment. Owner's Representa-
tive shall review said application for partial payment and the progress of the
work made by the Contractor and if _found to be in order shall prepare a certi-
ficate for partial payment showing as completely as practical the total value
of the work done by the Contractor up to and including the last day of the
preceding month; said statement shall also include rthe Hvalue of all sound
materials delivered on site of the work that are to be fabricated into the",.
work.
The Owner shall then pay the Contractor on or before the fifteenth,day of
the current month the total amount of the Owner's Representative's Certificate
of Partial, Payment, less 5 % of the amount thereof, which:5 % shall be retained
until final payment, and further, less all previous payments and all further
sums that may be retained by Owner under the terms of this agreement. It is
understood, however, that in case the whole work be near to completion, and
this fact is certified to by Owner's Representative and some unexpected and
some unusual delay occurs due to no fault or negligence on the part of the
Contractor, the Owner may upon written recommendation of Owner's Representative
y pay reasonable and equitable portion of the retained percentage due Contractor.
42. FINAL COMPLETION_ AND ACCEPTANCE_
Within thirty-one (31) days after the Contractor has given the Owner's
Representative written notice that thework has been completed or substantially
completed, the Owner's Representative .11 and the Owner shall inspect the work and
within said time, if the work be found to be completed or substantially com-
pleted in accordance with the contract documents, the Owner's Representative
shall issue to the Owner and Contractor his certificate of completion, and
thereupon it shall be the duty of the Owner within thirty-one (31) days to
issue a certificate of acceptance of the work to the Contractor.
43. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Repre-
sentative shall proceed to make final measurement and prepare a final state-
ment of the value of all work performed and materials furnished under the
terms of the agreement, and shall certify same to the Owner, who shall pay to
the Contractor on orbeforethe 31st day after the date of certificate of
completion, the balance due Contractor under the terms of this agreement,
provided he has fully performed his contractual obligations under the terms of
this contract; and said payment shall become due in any event upon said per-
formance by the Contractor. Neither the certificate of acceptance nor the
final payment, nor any provisions in the contract documents shall relieve the
Contractor of the obligation for fulfillment of any warranty which may be
required in the special conditions (if any) of this contract or required in
the specifications made a part of this contract.:
44. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from Owner's premises all materials con
demned by the Owner's Representative on account of failure _to.conform to the
contract, whether actually incorporated in the work or not. and Contractor
shall at his own expense promptly replace such condemned_materials with other__,_
materials conforming to the requirements of the contract. Contractor shall
also bear the expense of restoring all work of other contractors damaged by
any such removal or replacement. If Contractor does not „remgove and replace
any such condemned work within a reasonable time after a written notice by the
Owner or the Owner's Representative, Owner may remove and replace it at Con --
tractor's expense.
45. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any prowision in this
contract shall relieve the Contractor of responsibility for faulty materials
or workmanship, and he shall remedy any defects due thereto, and pay for any
damage to other work resulting therefrom, which shall appeax within a period
of one (1) year from the date of substantial completion. Tae Owner or the
Owner's Representative shall give notice of observed defectss with reasonable
promptness.
46. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered exvidence, withhold
or nullify the whole or part of any certificate to such extiant as may be
necessary to protect himself from loss on account of:
(a) Defective work not remedied.
(b) Claims filed or reasonable evidence indicating poe;sible filing
of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors
or for material or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor Vrovides a surety
bond satisfactory to the Owner, which will protect the Owner in the amount
withheld, payment shall be made, for amounts withheld because of them.
II -16
47. TIME OF FILING CLAIMS
It is further agreed by both parties hereto that all questions of _dispute
or adjustment presented by the Contractor shall be in writing and filed with
the Owner's Representative within fifteen (15) days after the Owner's Repre-
sentative has given any directions, order or instruction to which the Contractor
desires to take exception. The Owner's Representative shall reply to such
written exceptions by the Contractor and render his final decision in _writing.
In case the Contractor should appeal from the decision of the Owner's Repre-
sentative, any demand for arbitration shall be filed with the Owner's Repre-
sentative and the Owner in writing within ten (10) days after the date of
delivery to Contractor of the final decision of the Owner's Representative.
It is further agreed that final acceptance of the work by the Owner and the
acceptance by the Contractor of the final payment shall be a bar to any claim
by either party, except where noted otherwise _in the contract documents.
48. ARBITRATION
All questions of dispute under this agreement shall be submitted to arbi-
tration at the request of either party to the dispute. The parties may agree
upon one arbitrator, otherwise, there shall be three; one named in writing by
each party and the third chosen by the two arbiters selected; or if the arbiters
fail to select a third within ten (10) days, he shall be chosen by the District
Judge, 72nd Judicial District of Texas. Each arbiter shall be a resident of
the City of Lubbock. Should the party demanding arbitration fail to name an
arbiter within ten (10) days of the demand, his right to arbitrate shall
lapse, and the decision of the Owner's Representative shall be final and
binding on him. Should the other party fail to choose an arbiter within ten
(10) days, the Owner'sRepresentative shall appoint such arbiter. Should
either party refuse or neglect to supply the arbiters with any papers or
information demanded in writing, the arbiters are empowered by both parties to
take Ex Parte Proceedings.
The arbiters shall act with. promptness. The decision of any two shall be
binding on both parties to the contract, unless either or both parties shall
appeal within ten (10) days from date of the award by the arbiters, and it is
hereby agreed that each party shall have the right of appeal and all proceedings
shall be according to and governed by Arbitration Statutes of Texas, being
Article 224, et seq., Vernon's Annotated_ Civil Statutes." THE DECISION OF THE
ARBITERS UPON ANY QUESTION SUBMITTED TO ARBITRATION UNDER THIS CONTRACT, SHALL
BE A CONDITION PRECEDENT TO ANY RIGHT OF, LEGAL ACTION
The arbiters, if they deem the case._ demands it, are authorized to award
the party whose contention is sustained, such sums as they deem proper for the
time, expense and trouble incident to the appeal, and if the appeal was taken
without reasonable cause, they may award damages for any delay occasioned
thereby. The arbiters shall fix their own "c - ompensation, unless otherwise pro-
vided by agreement, and shall assess the costs and „charges of the arbitration
upon either or both parties. The award of, the arbiters must be -made„ -in" writing
and shall not be open to objection on account of the form of proceedings or
award.
II -17
49. ABA)MONMENT BY CONTRACTOR
In case the Contractor should abandon and _fail or refutse to resume work
within ten (10) days after written notification from the Orimer or the Owner's
Representative, or if the Contractor fails to comply with rhe orders of the
Owner's Representative, when such orders are consistent witch this contract,
this Agreement, or the Specifications hereto attached, these the Surety on the
bond shall be notified in writing and directed to complete tthe work and a copy
of said notice shall be delivered to the Contractor.
After receiving said notice of abandonment, the Contr.m.ctor shall not
remove from the work ,any machinery, equipment, tools, mates--.i.als or supplies
then on the job, but the same, together with any materials nand equipment under
the contract for I work, may be held for use on the work by t3he Owner or the
Surety of the Contractor, or another contractor, in completion of the work;
and the Contractor shall not receive any rental or credit t1herefore _(except
when used in connection with Extra Work, where credit shall,! be allowed as
provided for under paragraph 24 of this contract); it being;; understood that
the use of such equipment and materials will ultimatWu
ely red the cost to
complete the work and be reflected in the final settlement--
In case the Surety should fail to commence compliance with the notice for
completion hereinbefore provided for, within ten (10) days: rafter service of
such notice, then the Owner may provide for completion of t1he work in either
of the following elective manners
(a) The Owner may employ such force of men and. tose of machinery,
equipment, tools, materials and supplies as said Owner." may deem necessary
to complete the work and charge the expense of such latbor, machinery,
equipment, tools, materials and supplies to said Contraactor, and the
expense so charged shall be deducted and paid by the Orwner out of such
moneys as may be due, or that may thereafter at any tiime become due to
the Contractor under and by virtue of this Agreement. In case such
expense is less than the sum which would have been paymble under this
contract, if the same had been completed by the Contramctor, then said
Contractor shall receive the difference. In case such expense is greater
than the sum which would have been payable under this ccontract, if the
same had been completed by said Contractor, then the Contractor and/or
his Surety shall pay the amount of such excess to the W neer; or
(b) The Owner, under sealed bids, after notice puablished as required
by law, at least twice in a newspaper having a general circulation in the
County of location of the work, may let the contract f-sor the completion
of the work under substantially the same terms and couuiitions which are
provided in this contract. In case of any increase ire cost to the Owner
under the new contract as compared to what would have lbeen the cost under
this contract, such increase shall be charged to the V:ontractor and the
Surety shall be and remain bound therefore. However, �sh.ould the cost to
complete any such new contract prove to be less than Chat which would
s have been the cost to complete the work under this conitract, the Con-
tractor or his Surety shall be credited therewith.
11-18
When the work shall have been substantially completed, the Con-
tractor and his Surety shall be so notified and certificates of completion
and acceptance, as provided in paragraph 42 hereinabove set forth, shall
be issued., A complete itemized statement of the contract accounts,
certified to be the Owner's Representative as being correct shall then be
• prepared and delivered to Contractor and his Surety, whereon the Contractor
or his Surety, or the Owner as the case may be, shall pay the balance due
as reflected by said statement within 31 days after the date of
certificate of completion.
In the event the statement of accounts shows that the cost to com-
plete the work is less than that which would have been the cost to the
Owner had the work been completed by the Contractor under the terms of
this contract, or when the Contractor .and/or his Surety shall pay the
balance shown to be due by them to the Owner, then all machinery, equip-
ment, tools, materials or supplies left on the site of the work shall be
turned over to the Contractor and/or his Surety. Should the cost to
complete the work exceed the contract price, and the Contractor and/or
his Surety fail to pay the amount due the Owner within the time designated
hereinabove, and there remains any machinery, equipment, tools, materials
or supplies on the site of the work, notice thereof, together with an
itemized list of such equipment and materials shall be mailed to the
Contractor and his Surety at the respective addresses designated in this
contract; provided, however, that actual written notice given in any
manner will satisfy this condition., After mailing, or other giving of
such notice, such property shall be held at the risk of the Contractor
and his Surety subject only to the.duty of the Owner to exercise ordinary
care to protect such property. After fifteen (15) days from the date of
said notice the Owner may sell such machinery, equipment, tools, materials
or supplies and apply the net sum derived from such sale to the credit of
the Contractor and his Surety. Such sale may be made at either public or
private sale, with or without notice, as the Owner may elect. The Owner
shall release any machinery, equipment,.tools, materials, or supplies
which remain on the jbbsite and belong to persons other than the Con-
tractor or his Surety, to their proper owners.
50. ABANDONMENT BY OWNER
In case the Owner shall fail to comply with the terms of this contract,
and should fail or refuse to comply with said terms within ten (10) days after
written notification by the Contractor, then the Contractor may suspend or
wholly abandon the work, and may remove therefrom all machinery, tools, and
equipment, and all materials on the ground that have not been included in
payments to the Contractor and have not been incorporated into the work.
Thereupon, the Owner's Representative shall make an estimateof the total _
amount earned.by the Contractor, which estimate shall include the value of all
work actually completed by said Contractor at the prices stated in the attached
proposal, the value of all partially completed work at a fair and equitable
price, and the amount of all Extra Work performed at the prices agreed upon,
or provided for by the terms of this contract, and a reasonable sum to coyer
the cost of any provisions made by the Contractor to carry the whole work tri
completion, and which cannot be utilized. The Owner's Representative shall
then make a final statement of the balance due the Contractor by deducting
from the above estimate all previous payments by the Owner and all other sums
that may be retained by the Owner under the terms of this Agreement, and shall
certify same to the Owner who shall pay to the Contractor on or before thirty
(30) days after the date of the notification by the Contractor the balance
shown by said final statement as due the Contractor, under the terms of this
Agreement.
51. BONDS
The successful bidder shall be required to furnish a performance bond and
payment bond in accordance with Article41160, Vernon's Annotated Civil Statutes
in the amount of 100% of the total contr1F__-t price, in the event said contract
price exceeds $25,000.00. If the contract- price does not exceed $25,000.00,
the statutory bonds will not be required. All bonds, if required, shall be
submitted on forms supplied by the Owner, and executed by an approved Surety
Company authorized to do business in the State,of Texas., And itisfurther
agreed that this contract shall not be im effect until such bonds are so fur-
nished.
52. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the con-
tract documents and said special conditicas conflict with any of the general
conditions contained in this contract, than in such event the special conditions
shall control.
53. LOSSES FROM NATURAL CAUSES
Unless otherwise specified herein, all loss or damage to the Contractor
arising out of the nature of the work tote done, or from the action of the
elements, or from any unforeseen circumstance and the prosecution of the same,
or from unusual obstructions or difficultieswhichmay be encountered in the
prosecution of the work, shall be sustaJx-ed and borne by the Contractor at his
own cost and expense.
54. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor, with full,
complete and exclusive power and authority to direct, supervise, and control
his own employees and to determine the method of the performance of the work
covered hereby. The fact that the Owner or Owner's ,Representative shall have
the right to observe Contractor's work d -.:ring his performance and to carry out
the other prerogatives which are expressly reserved to and vested in the Owner
or Owner's Representative hereunder, is tot intended to and shall not at any
time change or effect the status of the Contractor as an independent contractor
with respect to either the Owner or Owners Representative or to the Contractor's
own employees or to any other person, firm, or corporation.
55. CLEANING UP
The Contractor shall at all times keep the premises free frox accuiDulation
of debris caused by the work, and at the completion of the work he shall
remove all such debris and also his tool -a, scaffolding, and surplus materials,
I 1 -20
98TH STREET SANITARY SEWER MAIN
AVENUE "P" TO SALISBURY AVENUE
36-0001-14800-012480
CITY OF LUBBOCK, TEXAS
No Text
3. POLYVINYL CHLORIDE PIPE (GRAVITY SEWER MAINS)
42"
36"
CLASS
DEPTH
OF CUT
PROFILE NO.
CLASS
DEPTH
OF CUT
PROFILE NO.
63
(12
- 18)
11
100
(18
- 22)
12
100
(18
- 22)
12.3
160
(22
- 28)
12.7
160
(22
- 28)
14
250
(28
- 38)
14
250
(28
- 42)
15
-42"
36"
Class
De th
of Cut
Class
Depth
of Cut
52
12
- 18
53
18
- 22
53
18
- 22
54
22
- 25
54
22-2,5
5525-•28
55
25
- 28
56 e
28
- 42
56
28
- 42
L
42►'
36'°
Class De th of Cut Wall Ty2e Class1
Depth of Cut Wall Type
III 0 - 18 "B" III
0 - 18 "B"
IV 18 - 42 "B"� IV
18 - 38 "B" ,
P
Eby Ameron Protective_ Coating Division
manholes,1.-thrn 6, including bottom _
of cover in the 60tP diameter manholes The lining shall conform to the req-
'uirements as specified .for concrete pipes.
III -4
All reiriforcjng steel shall conform to _current A„S„T M. specirications
A-15, A=16 or A-305. Wire mesh shall be woven or electrically welded,
cold -drawn mild ,steel wire fabric.., Reinforcing bars shall be in the
deformed bar type
F
a]
a
t:
14. CURING
Compouw
shall
15. EMBEDM
rrm Ties
Retained
on 1" sieve
0
Retained
>..
on 7/8" sieve
0
_
- 2
Retained
on'3/4" sieve
20 -
35
"Retained
on 5%8" sieve
85 ' -
`100
' Retain-,
on 3/8" sieve
� 95 -
'100 -�
.. Retained
on No. 10 sieve
-100
r;
III- 6
DETAILS OF CONSTRUCTION
1. GENERAL
. These general and detailed specifications govern the excavation, trenching,
backfilling, handling and installation of the various sizes and type of pipe,
branch connections, manholes, and other work required for the construction
of the sewer lines and accessories, all as shown on the plans and as called
for herein.
The Contractor shall furnish all materials, equipment, labor, superin-
tendance and other incidentals necessary to complete the construction of
all work as shown on the plans and as called for in these specifications.
2. EXCAVATION AND TRENCHING
Under ordinary conditions, excavation shall be by open cut from the surface.
Where the depth of the trench and soil conditions permit, tunnelling will
be required beneath structures that exist above the proposed flow line of
the pipe. No additional compensation will be allowed for tunnelling.
2.1 Classification
There will be no classification of the excavation and the prices
bid shall be complete compensation for the removal of all material
encountered in the excavation required to install the sewer pipe and
appurtenances as required herein.
2.2 Excavation Methods
Where soil conditions, trench depths, and freedom from interference
of surface obstruction will permit, the excavation of trenches may be
accomplished by machine methods subject to compliance with these spec-
ifications. The type of -machine to be used to excavate the trench
shall be such that the trench width and subgrade shall conform to these
specifications.
2.3 Alignment
Care shall be exercised to excavate a straight line of trench; the
horizontal deviation of the center line of the trench bottom from the
center line of the sewer as staked shall not exceed four (4) inches
at any point. Undercutting will not be permitted; the maximum hori-
zontal offset of the trench wall from the bottom of the trench to top
of the trench (undercutting) shall not exceed six (6) inches.
IV -1
2.4 Trench Width
To control the earth load _on,the pipe,.trench width shall not exceed
eighteen (18") inches nor Tess than twelve (12") inches greater
than the outside diameter of the pipe barrel. Where the maximum
width is exceeded at a location where gravel embedment was required,
the Contractor shall embed the pipe in concrete as required herein.
The cost of this additional embedment shall be paid by the Contractor.
2.5 Subgrade
Trenching equipment may be used to excavate to the approximate flow
line of the pipe or the required distance below the pipe barrel where
gravel or concrete embedment is required. The remainder of the excava-
tion and preparationof the bedding for the pipe` shall be accomplished
with handtools. All loose material shall be removed from the trench
bottom before preparation for bedding begins.
The trench bottom or bedding shall_ be accurately shaped and graded
in such a manner that the pipe, when laid ,thereon, will be in contin-
uous and uniform contact with the solid trench bottom, or embedment
where required, for the entire length of the pipe barrel. Batter
boards or laser beam may be used to accurately grade the trench bottom
to the grades established' by the Engineer.
The subgrade shall be so graded and levelled that the spigot end of the
pipe will be accurately centered in the bell of the adjacent pipe when
laid without raising the pipe off the trench bottom. The original pre-
paration of the subgrade prior to pipe installation shall be sufficiently
accurate to require a minimum of subgrade adjustments after installation
has begun.
All locations where, the subgrade material becomes unstable or mucky because
of ground or surface water, and where rock or other unyielding materials
are -encountered in the bottom of the trench, the Contractor' will be re-
quired to remove said material to a.depth of not less than three (3")
inches below the elevation „of I the pipe subgrade over the entire width
of the trench and shall replace with granular material conforming to
the specifications for gravel for pipe embedment as stated herein. Such
materials shall be thoroughly compacted over the entire trench width to
the grade established for the bottom of the pipe..
All locationsy where the „trench,. exc-avation is deeper than called for by
field measurement, the Contractor shall replace the excessive excavated
materials with granular material conforming to the specifications for
pipe embedment as stated herein. Such materials shall be thoroughly
compacted over the entire trench width to the grade established for the
bottom of the _pipe.
117-2
2.6
Bell Holes
Each bell hole shall be excavat_ed,_by the pipe layer immediately prior
to the placing of the pipe in the trench. Bell holes shall _be of suf-
icient depth to prevent .the pipe bell from being in contact with the
trench bottom and shall provide sufficient space for the completion of
the joint. Bell holes shall not be longer than one-fourth.(k) of the
length of the pipe barrel.
2.7
Bracing and Sheeting of the Trench
The Contractor shall provide all necessary bracing and sheeting when
necessary to prevent caving. In the event the Engineer requires such
bracing or sheeting to remain,in place in the trench after _same'is
backfilled, then in such event the cost of such, materials,shall ibe w w
paid by Owner to Contractor at the;,current prices for the materials
used.
2.8
Protection of Property
The Contractor shall take all,precautions necessary for protecting
private property (trees, shrubs, lawns, gas meters, utility lines,
etc.), curbs., sidewalks, power poles and street paving from being
damaged by the trenching or backfilling operations. Any damage that
occurs as a result, of. the, construction procedures used by the Contrac-
tor shall be repaired by the Contractor,,at,his,own„expense except as
herein specified.
The Contractor shall conf ine his operations to the limits of the- public
or private right-of-way shown on the plans. Any damage which the Con-
tractor incurs outside ,the limits of this night -of -way shall be his
responsibility.
2.9
Rock Excavation
Where rock is encountered in the excavation,required herein to install
the pipe as directed by the Engineer, the Contractor may request
written permission from the Engineer to use explosives as outlined in
Section 1.
2.10
Manhole Excavation_,,,
Excavation, for manholes shall be not Mmore wthan twelve (12") inches
greater in any three directions than the outside _diameter _of^the _._
manhole.unless._„required for the manhole footing. In no case shall the
clearance be.les,s than, Iix (6") inches. Where the excavation ,for
manholes is greater than the one foot allowed as_shown _on the plans,
the pipe shall be cradled in concrete, for a distance of five _feet on
each side of the excavation at no additional cost to the owner.
iv. -3
IV -4
2.11
Tunnel Excavation—
Tunnel sections shall provide adequate clearance for the pipe to insure
proper grading and alignment. Concrete grout shall be forced along the
entirelengthcomplete filling
p walls.
voidspaceofnthe„pipeeandsthe tunnel
2.12
Ground Water
Water shall be removed from the trench before final grading of the bedding
foundation, and the trench shall be kept dry during all plisses of pipe
installation. The Contractor shall be _responsible for pumping and removing
water from the trench and the cost thereof shall ,be included in the price
bid on the proposal for the structure being built.
3. PIPE
INSTALLATION
3.1
General
Sewer pipe and fittings shall be inspected upon delivery and during
the progress of the work_ and any material found to be defective will be H
rejected and the Contractor shall remove ,such defective material from
the site of the work.
The Contractor shall be responsible for all materials furnished by him
and replace at his own expense all such, material that is found — —
_he,wshall
to be defective in manufacture or has been damaged in handling after
to
a
delivery.
3.2
Pipe Laying
After the trench has been properly fine graded, the pipe shall be laid,
in accordance with the following specifications._ Each length of pipe
n
shall be in for defee "Icts and shall be thoroughly cleaned before
being lowered into thetrench, Pipe laying shall proceed up -grade with
the ends pointing in the direction of flow, Allpipe shall be
„spigot
laid true tomthe lines and grades as established by the Engineer, batter
boards or laser beam shall be used and each length of pipe set to grade.-
Bell holes shall be dug at each joint of sufficient ,depth to allow the
..�.
entire length of the barrel of the pipe to rest on the bottomLLof thewr„
trench and to allow,ample space for properly jointing the pipe.
The jointing shall be completed for all pipe laid each day, in order not
to leave open joints in the tr,en.ch overnight. At times when pipe laying
is not in progress, then open ends of the pipe shall be properly plugged.
No pipe shall be laid in water, or when trench conditions or weather is
unsuitable for such work If the pipe is disturbed from line and grade
after being laid, the pipe shall be'removed",fromtrench, the joints cleaned,
g,
and _the pipe relaid. _
IV -4
4. BACKFILLING
Backfilling of the trench shall be done .4's soon as practicable after com-
pletion of the laying and jointing of the pipe as specified herein.
4.1 Backfilling Above Pipe
The remainder of the, backfill that is above
inchesinches higher than the
top of the pipe shall be backfilled with select excavated material in
6 inch to 12 inch layers and compacted to 95%
Standard_ Proctor Density. ' The moisture content shall 'ne.. atta ned, by
prewetting and thoroughlymixing before applying appropriate layers to
accomplish desired compaction„ After completion of the backfill, all
surplus material shall be .loaded and wasted „at the Contractor's expense,
at locations approved by the Engineer. The site shall. be, leveled
made 'ready for use as soon as practicable after backfilling.
Following the completion of the backf filling the Contractor shall main-
.
Iain the street and trench surfaces, in a satisfactory manner until final
completion and acceptance of the work. The maintenance to include,blad-
ing from time to time as necessary, filling depressions caused, by settle-
ment, sprinkling to settle dust, brooming or flushing at the request of
the Engineer and other work required to keep the streets and_roads.in
satisfactory condition for traffic._ ._ The Contractor shall maintainandw w
be responsible for all paving cuts until such time as City Forces shall
repair cuts with asphalt
5. MANHOLES
5.1 General
Manholes shall ,be constructed at the locations shown on the plans, or as
directed by the Engineer, in accordance with the details shown,on the
plans and as specified herein. Extreme care shall_,,be exercised while,
hand ,tamping the backfill around ,manholes_ to desired, compaction. No
backfill material I shall be, placed until the mortar has set.,
Drop manholes shall be constructed as detailed „onrthe „plans and in
accordance with, the specifications for standard manholes
On straight runs, the pipe shall be laid _through the manhole, and the
invert shall be formed ,in,the bottom of the manhole with concrete and the
top half of the pipe broken out. On manholes,where,there is a change
in direction of ..,,the main and where laterialwlines enter the manhole, the
inverts shall bene ' a - tly formed with concrete as„ specified for the man-
hole bottom. The ierts shall, have a true curve of as large a radius as
the size of the manhole will permit and shall be given a smooth trowel
finish. -
5.2 Precast Reinforced ,Concrete, Manholes..
The concrete bottom for.,t_his type of manhole shall be completed as
shown in the details _of ,the plans and allowed to- set before any percent
`sections are placed on the base. The, concrete_ used shall conform to the 5
specifications contained herein., The_,ledge upon which the bottom sec-
tion of riser pipe is supported shall be a form surface, held to true
dimensions and level at all points so that the riser pipe is uniformly
supported and standing vertical. The elevation of the supporting ledge
shall be set so that ,the„bottom of the riser pipe is above the top'of the
IV -5
highest pipe entering the base, and so that no more than 1.0 foot of
grade ring adjustment is required for grade adjustment at the top. The
inverts shall be formed in the base at the time of concrete placement.
The riser joints and the grout space between the base and risers shall
' be sealed inside and out with cement mortar or othermasticmaterialy
suitable to the Engineer. Rings or brick used for grade adjustments
shall be set with cement mortar. _
6. MANHOLE FRAMES AND COVERS
The manhole frames and covers .shall_be as_ specified herein and as shown on
the plans. The'frames shall be ,set_ level and ,to„the grade established by
the Engineer. They shall be set in a full bed of mortar and grouted as
shown on the plans.
7. UNDERGROUND AND OVERHEAD UTILITIE'S AND STRUCTURES"
The CONTRACTOR will be required to locate all known utility lines,
including consumer service lines, far enough in advance of the trench-
ing to make proper provisions for protecting the lines and to allow for
any deviations that may be required from the established lines and grades.
The CONTRACTOR will not be allowe- „to disrupt the service on any utility
lines except consumer service lines, which may be taken out of ,service for
short periods of time, if the Contractor obtains permission from the Engin-
eer and from the Owner of the premises being served by the utility.
The CONTRACTOR shall immediately notify the proper utility company of any
damage of utility lines, in order that service may be restored with the least
possible delay. Any damage to existing lines and the repair of consumer ser-
vice lines which are authorized to .be cut or temporarily taken out of service
shall be repaired or replaced by the Contractor at his own expense, and as
directed by an official representative of the utility company involved.
All utility lines shall be properly supported to prevent settlement or
damage to the lines both during and after construction
Any permanent relocation of existing utility lines required to properly
complete this project shall be done by the utility company without expense
to the Contractor.
No extra 'payment will be made for any extra work involved in working
around or under any underground structures or_uti.li_ty lines, except where
payment is allowable under these specifications.
A
iv --6
8. REMOVING PAVEMENT
8.1 General
Wherever it is necessary to make cuts in existing pavements, side-
walks, driveways or curbs and gutters, the cuts shall be made in such
manner as to cause the least possible damage to adjoining surfaces.
8.2 Removal of Asphalt Paving
In removing asphalt pavement, the asphalt surface shall be cut along
each side of the trench ahead of the trenching machine and the surfacing
and base removed with the trenching machine as the trench is excavated.
The width of surface_re.moved by the CONTRACTOR of asphalt paving is not
to exceed eighteen (1811) inches more than the actual trench width being
cut. Any areas removed or damaged in excess of the above widths will
be charged against the CONTRACTOR' S_ es t_i mate_ at the rage of.. $3.98 per
square foot as payment to the CITY for replacing the excessive width.
No separate payment will be made for cutting and removing asphalt
paving and caliche base, thecost of this work shall be included as a
part of the cost of the pipe line complete in place. "
8.3 Removal of Concrete Paying
Removal of.any sidewalks, concrete pavement, concrete base, brick
paving, concrete curbs and gutters (where allowed) shall be made.by
cutting the concrete to a straight_ l ine_on each side of the trench
¢� and removing the concrete ahead of t'he I trenching. Normally, tunnelling
will be required under curbs and,__gutters. The width of the surface re-
moved by the CONTRACTOR of concrete, paving is not to exceed the trench
width plus three (3') feet. Any areas removed or:damaged in excess of
the above widths will be charged against the CONTRACTOR'S estimate at the
rate of $8.95 per square foot as payment to the CITY for replacing the
excessive width_ Care shall be taken to preserve any reinforcement
encountered as well as possible. Cutting of steel reinforcement will.-
be
ill_be allowed only at the approximate_ center of the pavement cut.
9. TUNNELLING UNDER UTILITY..LINES'AND PERMANENT STRUCTURES „
Where two or more pipes or conduits crossing the _ditch are encountered _
in any one location so that the distance between centerlines, is such
that trenching is not feasible, or where permanent obstructions-other,
than curb and gutter are encountered that, in the opinion of the Engin-
eer, cannot be economically removed or replaced, tunnelling may be re-
quired. No extra compensation shall be paid for this type tunnel and _
the cost of tunnelling shall be included as apart of the cost of the__,
pipe line complete in place except where called for on the plans.
g,
Iv-7
i
10. AIR TESTING
Air Testing shall conform to the requirements of the latest revision of
ASTM C-828.Standard Practice for Low Pressure Air Testing for sewer lines.
The following requirements shall be adhered to as specified in ASTM'C-828.
Maximum air loss, for 36" diameter pipe shall be 8,0 Ft,3/min.
Maximum time limit for „a 1.0 P S.I pressure loss for 36" diameter pipe
shall be 6.0 minutes per 100 feet of line.
Maximum air ,loss, ,for 48" diameter pipe shall be 9.0 Ft.3/min.
Maximum time limit for a1,.0 P.S.I. pressure loss for 42" diameter pipe
shall be 7.3, ,minutes per 100 feet of line.,
The folowing formula shall be used for calculating allowable air _losses.
T = K D2L
Q
T = Time for pressure to drop 1.0 p.s.i.
D = Inside pipe diameter in inches
K = 0.000371 inch pounds
L = Length of line tested infeet'.
Q = Air loss in ft3/min.
Procedures for_Testing
Plug all openings in section to be tested and add air until the internal
' pressure of the line is raised approximately 4.0 p.s.i. After this pressure
is reached, allow the pressure to stabilize._.hTime,for„stabilizing pressure
normally takes 2 to 5 minutes, When „the pressure has stabilized and is
at or above the starting pressure of 3.5 p.s.i., start the test. If the
pressure drops more than 1.0p.s.i. for the above specified maximum
' losses given for 36” and_42"_diameters, the line has failed the test.„
11. PLACING CONCRETE
After mixing, the concrete shall be transmitted to the forms in'a manner
which willprevent separation or loss of ingredients and shall be placed
in its final position without undue delay. Where the concrete is to be
placed in deep forms or trenches, as in `pipe encasement, pier columns
or for manhole bottoms, dropping from heights of greater than seven feet
must be avoided by using spouts or "elephant trunks" or other means which
will prevent the segregation of the ingredients. Where concrete is being
placed for pipe encasement, care should be taken to prevent the concrete
from falling directly on the unprotected pipe. After the concrete is in
place sufficient rodding should be done to prevent honeycombing.
s
IV -8
12. CLEAN UP
As the construction _work,progresses,.the Contractor shall backfill the
trenches, 'remove excess excay..ated materials, and other debris, and do
sufficient ,clean up and blading of the trench surfaces to make the
streets and alleys suitable for safe. use of traffic, ,_ ,
After the construction work is completed and before final acceptance
by the Owner.- the Contractor shall. remove all rubbish and excess ,
materials from the site of the work. The above shall include all
excavated ,,materials ,and ;all ,rocks or hard trumps larger than 3 inches
which still remain _ aft er blading the area ,back to the original ground
grade. Furrows which tend to gather after'blading shall be removed
together with excavated material which has drifted
13. DEFLECTION TEST (FLEXIBLE CONDUIT)
Deflection testing shall be conducted -by the Contractor. Method-oftesting
shall be made with Go No Go _full circle device. furnished by Contractor.
Mandrel diameter shall not be less than 95 per cent of the inside diameter.__
of the pipe used.
14. REMOVAL Of EXTSTINGLIFTSTATIONS _
Existing lift stations at the following locations_ shall be abandoned ,and_
removed, to the municipal storage yard in the vicinity of Municipal Dr.
and the Amarillo Highway. Approximate size, depth, weight and distance
to storage yard are given for each.
1. '98th Street& Boston__ 4. 93rd Street &;MemphisAve.
Depth = 19 ft. ± Depth = 18 feet
Diameter = 9'6" Diameter = 7'10"
Weight = 17,500 lbs. t Weight _ .9000 lbs. t
Distance = 8.5 mi. = Distance = 9.4 mi t
2. 98th Street..& Elgin Ave. 5. 96th Street . Salisbury Ave.
Depth = 26 ft. t Depth = 31 ft.
Diameter 9'6" Diameter = 8'
Weight = 17,500 lbs. ± Weight = 10,000 lbs.t_
Distance = 8.8 mi. f Distance = 10.5 mi._f
3. 98th Street & Indiana Ave.
Depth = 21 feet' ±
Diameter = 7'10"
Weight = 10,200 lbs. + _
Distance = 9.25 mi. t
The excavation remaining after removal of each lift station shall be
' backfilled and other debris shall be removed from the site and clean-
up 'shall be satisfactory for reuse of property.
rs _
IV -9
No Text
CITY OF LUBBOCK
SPECIFICATIONS FOR PAVING CUT ;
Specl f i cati ons for placing water; sewer, telephone, gas and oil fines or any other
zondui t pipe or tile under any paving wi thi q the City Limits of the City of Lubbock;
' 1. All excavations within _.the,,right-of-way and not under a_ surfacing. -shall be
f backfilled by tamping the material in 6 -inch horizontal layers. All surplus 'materials
shall. be be removed from the.si'ght-of-way and the excavation finished flush with sur•roundi
natural' ground.
2. Where sodding is disturbed by excavation or backfilling operations, such areas
shall be replaced by mulch sodding on all slopes of 2y, or less. All slopes over 2%,
shall be replaced by block sodding.
3. The City Engineer of Lubbock may grant permission to cut the pavement. 1n the
event a cut is persCi tted_the following requirements shall govern:
(a) All backfill material shall_ be moist :and shall_ be free.111-111 from lumps
or clods. Backfill shall be compacted while moist- in 6=inch hori -
zonta;i layers by means of a pneumatic tamper.
(b) A 6 -inch reinforced concrete slab wshall wbe placed over the trench
to extend one -hal f the wi dth of the trench on each s i de_ of the
trench. The topof the slab sha1l be 1- inches below the top of '
the p�avi'ng. Slab shall be reinforced with 6" x 611_ - 10/10 wire
mesh placed l" from the bottom of the slab. Wire mesh shall
be acisquateiy held in place off of the ground until concrete is
placer. Uigh early) Type 111 portiand cement, making a 2500
• p . s . i concrete a t 3 da ys . The s 1 a i? sha 1 l be _ co.ve,re with wet
'
soil kept moist, and closed to traffic for ,118 hours.
(c) Paving shall be 1"" compacted mat of Type "C" Hot Mi x Asphai ti c
Concrete Pavreme.n_t ,(Class A) Texas Highway. Department specifica-
tions (1972) Item No. 340 with crushed stone.
(d) Operations shalt be performed in such a manner that all ex-
cavated ed material and equipment be kept off the paved surface
at a1i titres.
(e) Barri®des, warning signs and flagmen when necessary shall be pro-
vided by the owner of the line or his duly authorized contractor.
(f) Installation shall be made_ in accordance with the following
s ke t chi:
Surface to be replaced by City
. at Contractors expense.
�w w w/2
Es1stln9 Pvt.
•
v.'� •' • ' , �•_ ; ' •� •.. • a� •, r.i .•:• 1.5" Asphaltic Concrate.
Neat Cut '-
sa..
6•' Cone.
Sockfill Compacted to
'
\95% Standard _jConcrete to be placed by
Proctor Density. Y Contractor under City
�--� supervision.
O
io Scale r.2O
• _ x
Pipe io
IV -11
1. GENERAL
The unit price bid on each item, as stated in the proposals, shall
include furnishing all labor, superintendence, machinery, equipment
and materials necessary or incidental to complete the various items
of work in accordance with the plans and specifications.. Cost of,
work or materials shown on the plans or `called for in the specifica-
tions and on which no separate payment is made shall be included in
the bid prices on the various pay items, except where certain speci-
fic work is herein specified to be paid for at "Current Prices" and
as "Extra Work".
s
2. SEWER LINES
A. Measurement
The length of the sewer lines of the various sizes and types to
be pai.d for will be„determined ybb 11y rd I
''the centerline
of the pipe installed; measurement being made from center of man-
hole to end of pipe. No deductions will be made for the space
occupied by manholes of fittings. The various depth of cut to be
paid for will be determined from final profiles of the lines as
constructed, the depth.of cut being the vertical distance from
the original ground surface to the invert of the pipe.
B. Payment
Installing or furnishing and installing sewer pipe at the various
depths of cut, in the locations shown on the „plans or as required
will be paid for at, the unit price bid per linear foot for in-
stalling or furnishing and installing the pipe at the various
depths of cut, complete in place, including all materials, fittings,
excavation, gravel embedment, grading, backfilling, and any and
all incidental work in connection with the pipe lines not other-
wise included in the bid items or otherwiseprovided for in the
specifications.
3. MANHOLES _
A. Measurement
1 di stance f
The depth of all standard and drop manholes will be determined by
-' from the to of the manhole
measurement of the vertica P
frame to the flow line of the pipe. Additional depths of manholes
s'called for in the proposal shall
greater than the base depth a
be paid for as extra vertical feet of manholes.
V-1
I
B. Payment
(1). Manholes, Base Depth
The construction of manholes at the various locations shown on
the plans or as required will be paid for at the unit price bid
for constructing manholes - base depth, complete in place. The
unit price bid shall be complete compensation for constructing
the manhole base depth,. complete in place, including all materials,
excavation, backfilling and other incidental work necessary for
constructing the manhole in accordance with the plans and
spec if scat ions.
(2). Extra Vertical Feet of Manholes
The extra vertical _feet of manholes will be paid for at the unit
price bid per extra vertical foot for constructing the additional
depth of manhole over the base depth complete in place. The unit
bid price shall be complete compensation for constructing the
extra vertical feet complete in place, including all materials,
excavation, backfilling and other incidental work.
4. REMOVAL OF EXISTING LIFT STATIONS
The lump sum bid for abandoning and removal of the existing lift stations,
shall include furnishing all labor, superintendence, machinery, equipment
and materials necessary for excavation, plugging existing lines, hauling,
and clean up of site after removal of lift station.
5. TIE-INS TO EXISTING MANHOLES
At existing manholes where the existing stub -out cannout be used, or there
is no existing stub -out, the CONTRACTOR shall be paid at the unit price bid
for breaking into the manhole and constructing the necessary new manhole invert.__
6. REMOVING PAVEMENT
No separate payment will be made for cutting and removing concrete, brick
or asphalt surfacing and caliche base, the cost of the work shall be in-
cluded as a part of the cost of excavation for the pipe line.
7. FINAL CLEANUP
The cost of the cleanup shall be included as part of the cost of the various
items of work involved, and_ no direct compensation will be made for this work.
V-2
MONTHLY ESTIMATE
98th Street Sanitary Sewer Main
CITY OF' LUBBOCK
ev 511 r ! 4
Project: Avenue "P" to Salisbury Avenue
Project No.
36-0001-14800-012480
Contractor: BRB Contractors, Inc.
Estimate No.
15 & Final
Address: P. 0. Box 8128
Contract $
39622,114.00
Topeka, Kansas 66608
By C. 0.
4,165,763.00
Estimate Period From January 1
19 87 to
January 30
19 87
on First estimate and final estimate
use actual work dates
ITEM
UNIT OF
PROJECT
WORK DONE CONTRACT
MEASURE
EST. QUANTITIES
ON CONTRACT
PRICE AMOUNT
1. 42" approved sewer pipe,
L.F.
100
124.00
including embedment, furnished
and installed complete in
lace 12-14 cutper linear
foot:
2. 42" approved sewer pipe, in- L.F. 370
cluding embedment, furnished
and installed complete in
place, 14-16' cut, per linear
foot;
3. 42" approved sewer pipe, --in- L.F. 102 247
cluding embedment, furnished
and installed complete in
place, 16-18' cut, per linear
foot;
4. 42" approved sewer pipe, in- L.F. 315 946
and installed complete in
lace, 18-20' cutper linear
foot;
5, 42" approved sewer pipe, in- L.F. 1210 1045
cluding embedment, furnished
and installpri complete in
lace, 20-22' cut per linear
foot:
28.00
.00 132,604.00
139.00 1131,494.00
143.00 1149.435.00
MONTHLY ESTIMATE
98th Street Sanitary Sewer Main CITY OF` LUBBOCK
Project: Avenue "P" to Salisbury Avenue
Contractor: BRB Contractors, Inc.
Address: P. 0. Box 8128
Project No. 36-0001-14800-012480
Estimate No. 15th & Final
Contract $ 3,622,114.00
Topeka. Kansas 66608 By C.O. $4,165,763.00
Estimate Period From January 1 19 87 to January 30 19 87
on First estimate and final estimate use actual work dates
ITEM
UNIT OF
MEASURE
PROJECT WORK DONE CONTRACT
T.QUANTITIES ON CONTRACT PRICE AMOUNT
6 42" a roved sewer
pipe, in-
L.F.
462 437 164.00 71 668.00
cluding embedment
furnished
and installed complete
in
place, 22-24' cut,
per linear
L. F.
and installed complete in
lace 24-26' cutper linear
foot;
168.00
3. 42" approved sewer pipe, in- L. F. 1254 960 172.00 165 120.0
cluding embedment furnished
and installed com lete in
place, 26-28' cut, per linear
foot;
9. 42" approved sewer pipe. in- L
cluding embedment, furnished
and installed complete in
place. 28-30' cut. per linear
191.00 1104,859.00
10. 42" approved sewer pipe, in- L.F. 792 782 196.00 153,272.00
cluding embedment, furnished
and installed complete in
place, 30-32' cut, per linear
4
MONTHLY ESTIMATE
_2. 42" approved sewer pipe, in- L.F. 1447 1 1640 206.00 337.840.00
and installed complete in
lace 34-36' cutper linear
foot:
42" approved sewer pipe, in- L.F.
cluding embedment, furnished
and installed complete in
place, 36-38' cut, per linear
foot:
405 1 211.00
42" approved sewer piDe. in- 860 217.00 186,620.00
cluding embedment furnished
and installed complete in
lace 38-40' cutper linear
foot:
IE
lace, 40-42' cu
16. 36" approved sewer pipe, in- ( L.F.
e. 18-20' cut. per L.F.;
449 223.00___
15 1 179 1 125.00 i 22,375.00
CITY OF LUBBOCK
98th Street Sanitary Sewer
Main
Project:
Avenue "P" to Salisbury
Avenue
Project No.
36-0001-14800-012480
Contractor:
BRB Contractors, Inc.
Estimate No. 15 & Final
Address:
P. 0. Box 8128
Contract $
3,.622,114.00
Topeka, Kansas 66608
By C.O.
$4,165,763.00
Estimate Period
From January 1
19 87 to _ Jignuar'y• 30
, 19 87
On First estimate and final estimate use actual work dates
ITEM
UNIT OF PROJECT WORK DONE CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT
PRICE
AMOUNT
11. 42" approved
sewer pipe, in-
L.F. 1040.
1155
201.00 232 155.00
cluding
embedment furnished
and installed complete in
place,
32-34' cut, per linear
foot,
_2. 42" approved sewer pipe, in- L.F. 1447 1 1640 206.00 337.840.00
and installed complete in
lace 34-36' cutper linear
foot:
42" approved sewer pipe, in- L.F.
cluding embedment, furnished
and installed complete in
place, 36-38' cut, per linear
foot:
405 1 211.00
42" approved sewer piDe. in- 860 217.00 186,620.00
cluding embedment furnished
and installed complete in
lace 38-40' cutper linear
foot:
IE
lace, 40-42' cu
16. 36" approved sewer pipe, in- ( L.F.
e. 18-20' cut. per L.F.;
449 223.00___
15 1 179 1 125.00 i 22,375.00
cluding embedment, furnished
and installed complete in
place, 20-22' cutper linear
foot•
18. 36" approved sewer vi e in L.F
cluding embedment furnished
and installed complete in
place 22-24' cutper linear
foot;
19. 36" approved sewer pipe, in- L F
lace 24-26' cutper linear
foot•
20. 36" approved sewer pipe, in- T -F
cluding embedment f.11rnished
and installed complete in
lace 26-28' cut er linear
foot•
21. 36" approved sewer pipe, in- L.F.
cludin,g embedment furnished
and installed com fete in
lace 28-30' cutper linear.
foot•
22. '36" approved sewer pipe, in- L.F.
cluding embedment furnished
and installed complete in
Place, 30-32' cut, per L.F.
508
1913
306
9
5
.00 1254.429.00
137.00 1 306,332.00
43,146.00
156.00 1 85,488.
161.00 j 82.915.00
MONTHLY ESTIMATE
CITY OF' LUBBOCK
98th Street Sanitary Sewer
Main
Project: Avenue "P" to Salisbury Avenue
Project No.
36-0001-14800-012480
Contractor: BRB Contractors, Inc.
Estimate No. 15 & Final
Address: P. 0. Box 8128
Contract $
3 622,114.00
Topeka, Kansas 66608
By C.O.
$4,165,763.00
Estimate Period From January 1
19 87 to January' 30
19 87
On First estimate and final estimate use actual work dates
ITEM
UNIT OF PROJECT WORK DONE CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT
PRICE AMOUNT
17. 36" approved sewer pipe, in-
L.F. 1 .15 750
129.00 96,750.00
cluding embedment, furnished
and installed complete in
place, 20-22' cutper linear
foot•
18. 36" approved sewer vi e in L.F
cluding embedment furnished
and installed complete in
place 22-24' cutper linear
foot;
19. 36" approved sewer pipe, in- L F
lace 24-26' cutper linear
foot•
20. 36" approved sewer pipe, in- T -F
cluding embedment f.11rnished
and installed complete in
lace 26-28' cut er linear
foot•
21. 36" approved sewer pipe, in- L.F.
cludin,g embedment furnished
and installed com fete in
lace 28-30' cutper linear.
foot•
22. '36" approved sewer pipe, in- L.F.
cluding embedment furnished
and installed complete in
Place, 30-32' cut, per L.F.
508
1913
306
9
5
.00 1254.429.00
137.00 1 306,332.00
43,146.00
156.00 1 85,488.
161.00 j 82.915.00
MONTHLY ESTIMATE
98th Street Sanitary Sewer Main CITY OF` LUBBOCK
Project: Avenue "P" to Salisbury Avenue Project No. 36-0001-14300-012480
Contractor: BRB Contractors, Inc. Estimate No. 15th & Final
Address: P. 0. Box 8128 Contract $ 3,622,114..00
Topeka, Kansas 66608 By C.O. $4,165,763.00
Estimate Period From January 1 19 87 to January 30 119 87
On First estimate and final estimate use actual work dates
ITEM UNIT OF I PROJECT WORK DONE CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT
23. 36" approved sewer pipe, in- L.F. 1 1040 2682 166.00 445 212.00
eluding embedment, furnished
and installed complete in
place, 32-34' cut, per linear
foot;
24. 36" approved sewer pipe, in-
cluding embedment, furnished
and installed complete in
place, 34-46' cut, per linear
4--
25. ,.,. a. .
25. 36" approved sewer pipe, in-
cluding embedment, furnished
and installed complete in
_ place, 36-33' cut, per linear
foot;
26. 21" approved sewer pipe, in-
cluding embedment, furnished
and installed complete in
place, 18-20' cut, per linear
-P,,,, t .
27. 18" approved sewer _pipe, in- I L.
place, 8-10'
foot:
1329 1 171.00 1 227,259.00
176.00_
133 1 55.00 1 7,315.00
.UU 4 7
MONTHLY ESTIMATE
98th Street Sanitary Sewer Main CITY OF LUBBOCK
Project: Avenue "P" to Salisbury Avenue Project No. 36-0001-14800-012480
Contractor: BRB Contractors Inc. 15 & Final
Estimate No.
Address: P. 0. Box 8128 Contract $ 3,622,114.00
Topeka, Kansas 66608 By C.O. $4,165,763.00
Estimate Period From January 1 , 19 87 to Januar Y 30 '19 87
On First estimate and final estimate use actual work dates
ITEM UNIT OF PROJECT WORK DONE CONTRACT
MEASURE EST. OUANTITtES ON CONTRACT PRICE AMOUNT
28. 18" anoroved sewer pipe, in- T,_ -F_ TTSn 358 37.00 13.246._00
-12' cut. per linear
foot;
29. 18" approved sewer pipe, in-
cluding embedment, furnished
and installed complete in
-'--- ,c ,nt _-- 14----
.
,
. 18" approved sewer pipe, in -
lace 24-26' cutper linear
foot;
31. 18" class SDR 32.5 PVC force
main, including fittings and
embedment, furnished and
installed complete in place,
6-8' cut, per linear foot
32. 15" approved sewer pipe,
including embedment, furn-
ished and installed complete
in place, 16-18' cut, per
linear foot;
33. 15" approved sewer pipe,
including embedment, furn-
ished and installed complete
in place. 20-22' cut per L.F.
50 1 47.00
10 1 63.00
5398 1 29.00. 1 156,542.00
41 1 43.00 ' 1,763.00
L.F. 1 190 1 121 1 51.00 ' 6.171.00
MONTHLY ESTIMATE
98th Street Sanitary Sewer Main CITY OF' LUBBOCK
Project: Avenue "P" to Salisbury Avenue Project No. 36-0001-14800-012480
Contractor: BRB Contractors, Inc. Estimate No. 15 & Final
Address: P. 0. Box 8128 Contract $ 3,622,114.00
Topeka, Kansas 66508 By C.O. $4,165,763.00
Estimate Period From January 1 19 87 to Janu6ry 30 1987
on First estimate and final estimate use actuai work dates
ITEM UNIT OF PROJECT WORK DONE CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT
34. 15" apiproved spwpr pipe, in- L.F. 135 173 55.00
cluding embedment. furnished
and installed complete in
place 22-24' cut ,__ -per linea
foot:
12" approved
cluding ember
and installer
place, 12-14'
linear foot:
- I L.F. 1
317 34.00
36. 12" approved sewer pipe. in- 214 38.00 8,132.00
cluding embedment furnished
and installed complete in
place, 14-16' cut per
linear foot:
37. 12" approved sewer pipe, in -1 L.F. 1 60 1 62 ( 42:00 _[ 2,604.00
and installer
place, 16-18'
linear foot:
12" approved sewer pipe, in-
cluding embedment, furnished
and installed complete in
place, 18-20' cut, per linea
foot,
46.00
MONTHLY 'ESTIMATE
98th Street Sanitary Sewer Main CITY OF* LUBBOCK
Project: Avenue "P" to Salisbury Avenue Project No. 36-0001-14800-012480
Contractor: BRB Contractors, Inc. Estimate No. 15 & Final
Address: P. 0. Box 8128 Contract$ 3,622,114.00
Topeka, Kansas 66608 By C.O. $4,165,763.00
Estimate Period From January 1 19 87 to January 30 19 87
On First estimate and final estimate use actual work dates
ITEM UNIT OF PROJECT WORK DONE CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT PRICE T AMOUNT
39. 12" approved sewer pipe, in- L.F. 95 94 50.00 4,700.00
cluding embedment furnished
and installed complete in
place, 20-22' cut, per
linear foot;
40. 12" approved sewer pipe, in- L.F. 95 109 54.00
cluding embedment furnished
and installed complete in
place, 22-24' cut, per
N 11 2:. 11
41. 12" approved sewer pipe, in- L.F. 125 247 58.00 14 326.00
cluding embedment, furnished
and installed complete in
lace 24-26' cut per
linear foot;
42. 12" approved sewer pipe, in- L.F. 645 �602 62.00
cludinR embedment, furnished
37.324.00
lace 26-28' cutper linear
foot: I I
43. 12" approved sewer pipe, in- L.F. 53 67.00
cluding embedment furnished
and installed complete in
lace 28-30' cutper
linear foot;
9• Extra Vertical feet of stan- V.F. 65 ' 38.44 200.00 7.688.00
dard manhole 4 foot diam-
eter, complete in place,
Der vertical foot•
cludin embedment furnished
MONTHLY ESTIMATE
CITY OF: LUBBOCK
98th Street
Sanitary Sewer
Main
place, 10-12' cut, per
Project: Avenue "P"
to Salisbury Avenue Project No.
36-0001-14800-012480
Contractor: BRB Contractors, Inc.
Estimate No.
15 & Final
Address: P. 0. Box 8128
Contract $
3,622,114.00
Topeka,
Kansas 66608
By C.O.
$4,165,763.00
Estimate Period From
January 1
, 19 87 to January 30 , 19 87
40.00
1,880.00
on First estimate and final estimate use actual work dates
cluding embedment furnished
ITEM
UNIT OF PROJECT WORK DONE CONTRACT
and installed complete in
MEASURE EST. QUANTITIES ON CONTRACT
PRICE
AMOUNT
44. 10" approved
sewer pipe, in-
L.F. 205 216
30.00 6,480.00
9• Extra Vertical feet of stan- V.F. 65 ' 38.44 200.00 7.688.00
dard manhole 4 foot diam-
eter, complete in place,
Der vertical foot•
cludin embedment furnished
and installed complete in
place, 10-12' cut, per
linear foot',
45.
10" approved sewer pipe, in- L.F. 47
47
40.00
1,880.00
cluding embedment furnished
and installed complete in
lace 16-18' cut,per
linear foot;
46.
10" approved sewer pipe, in- L.F. 50
17
48:<00
816.00
cluding embedment furnished
and installed complete in
lace 20-22' cutPer
linear foot',
47.
10" approved sewer pipe, in- L.F. 203
236
52.00
12,272.00
cluding embedment furnished
and installed complete in
place, 22-24' cut, per
linear foot;
48.
Standard Manhole 4 feet Each 6
1 4
2,900.00 1
11,600.00
death. 4 foot diameter
I
I
9• Extra Vertical feet of stan- V.F. 65 ' 38.44 200.00 7.688.00
dard manhole 4 foot diam-
eter, complete in place,
Der vertical foot•
MONTHLY ESTIMATE
98th Street Sanitary Sewer Main -CITY OF' LUBBOCK
Project: Avenue "Ptt to Salisbury Avenue Project No. 36-0001-14800-012480
Contractor: BRB Contractors, Inc. Estimate No. 15 & Final
Address: P. 0. Box 8128 Contract $ 3!o6221.114.00
Topeka, Kansas 66608 By C.O. $4,165,763.00
Estimate Period From January 1 t9 87 to January 30 19 87
on First estimate and final estimate use actual work dates
ITEM UNIT OF PROJECT WORK DONE CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT PRICE AMOUNT
50; Standard manhole 4 feet Each 3 2 7,400.00 14,800.00
depth, 5 foot diameter, in-
cluding PVC T -Lock liner,
complete in glace, per each: _
51. Extra Vertical feet of s - V 60 37.5 560.00 21 000.00
dard manhole 5 foot diam-
eter, complete in laceper
��• Drop manhole, 4 Leet depth
5 foot diameter, including
PVC T -Lock liner, complete
in place:
53. Extra verticle feet of sta
_ dard manhole 5 foot diam-
eter complete in Q a e
per verticle foot.
-
54- Tie to existinc manhole-
complete
anhole
complete in place, per ea
55. Tie to existing manhole.
74th St. and Ave. P. com-
plete in place, per each;
56. Concrete base for 12aving
repair, complete in place_
per square yard:
3
-_[ V. F. 1 77 1 89.7
1
Each 1 1 1 1
y, 1 1512 1 2414
575.00 _51,577.50
1,900.00 ' 1.900.00
700.00 ' 700.00
30.00 ' 72,420.00
MONTHLY ESTIMATE
CITY OF' LUBBOCK
98th Street Sanitary
Sewer
Main
Project: Avenue "P"
to Salisbury Avenue
Project No. 36-0001-14800-012480
Contractor: BRB Contractors,
Inc.
Estimate No. 15 & Final
Address: P. 0.
Box 8128
Contract $ 3,622,114.00
Topeka,
Kansas_
66608
By C.O.$4,165,763.00
Estimate Period From
January
1
, 19 87 to
January 30
19 87
On First estimate acrd final estimate use actual work dates
ITEM
U141T OF
PROJECT�
WORK DONE CONTRACT
MEASURE
EST. aUANTITIES
ON CONTRACT PRICE AMOUNT
57. Remove lift
station at
98th
Lump Sum
1
1 2.900.00 2,900.00
Street and Boston Avenue
including furnishing all
labor, equipment, haulin
and all other incidental
up or site complete, ium
sum•
58. Remove lift station at 98th Lump Sum1 _ 1 4,500.00 4,500.00
Street and Elgin Avenue in- T
cluding furnishing all labor
for removing existing lift
station and clean-up of
site complete, lum sum•
59. Remove lift station at 98th Lump 1
Street and Indiana Avenue
including fUrnishing all
labor, equipment, hauling,
and 211 rit'hpr irridpritnlq
necessary for removing exist-
ing lift station and clean -
1 - 1 3,300.00 1 3,300.00
Street and Memphis Avenue
including furnishing
labor. eauiDment, hauling.
Sum;
61. Remove lift station at 96th Lump Sum
Street and Salisbury Avenue
including furnishing all
labor, equipment, hauling,__
and all other incidentals
necessary for removing
existing lift station and
clean-up of site complete,
lump sum•
1 1 1
3,800.00 3,800.
MONTHLY ESTIMATE
MATERIALS
PURCHASED B C.O.L.
* ,
8
CITY OF LUBBOCK
@ $38.43
$307.92
98th Street Sanitary Sewer
Main
$231.00
Project: Avenue "P" to Salisbury Avenue
Project No.
36-0001-14800-012480
Contractor: BRB Contractors, Inc.
2'-
Estimate No.
15th & Final
Address: P • 0. Box 8128
2
Contract $
396229114.00
Topeka, Kansas 66608
By C.O.
$4,165,763.00
Estimate Period From January 1
19 87 to .,January 30
, 19 87
Total
On First estimate and final estimate use actual work dates
ITEM
UNIT OF PROJECT WORK DONE CONTRACT
MEASURE EST. QUANTITIES ON CONTRACT
PRICE AMOUNT
60. Remove lift station at 93rd
LumD Sum 1 1
2,800.00 2,800.00
Street and Memphis Avenue
including furnishing
labor. eauiDment, hauling.
Sum;
61. Remove lift station at 96th Lump Sum
Street and Salisbury Avenue
including furnishing all
labor, equipment, hauling,__
and all other incidentals
necessary for removing
existing lift station and
clean-up of site complete,
lump sum•
1 1 1
3,800.00 3,800.
APPROVED: For Fn r•S Office Totjl Amount of Work Done .. e, 4,112, 518.00
Calculations by:
Less 5 % Retained ............. $
En ineer � Date a 1 f j/ Difference
r Less Special Deduction ........... $ 17, 484.57
Checked by:
De Ead Date D Hference ...... s4.095.033.43
/rte Less Previous Payments .......... $ 4,065.631.53
oirlctOr Date ' Amount Due this Estimate......... $ 29,401.90
MATERIALS
PURCHASED B C.O.L.
8
ft. of 4 ft. dia. manhole riser pipe
@ $38.43
$307.92
2
- 4 ft. dia. manhole cones
$231.00
3
- Manhole bottoms
@ 8400.00
$1200.00
2'-
Manhole rings
34.95
$69.90
2
- Manhole lids
@ $33.34
$66.68
-
Total
$1,875.50 - $1,875.50
APPROVED: For Fn r•S Office Totjl Amount of Work Done .. e, 4,112, 518.00
Calculations by:
Less 5 % Retained ............. $
En ineer � Date a 1 f j/ Difference
r Less Special Deduction ........... $ 17, 484.57
Checked by:
De Ead Date D Hference ...... s4.095.033.43
/rte Less Previous Payments .......... $ 4,065.631.53
oirlctOr Date ' Amount Due this Estimate......... $ 29,401.90