HomeMy WebLinkAboutResolution - 5366 - Contract - Red River Construction Company - Bailey Count Valve Stations - 12_12_1996RESOLUTION No. 5366
Item #25
December 12, 1996
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, attached herewith, by and
between the City of Lubbock and Red River Construction Company of Plano, Texas, to install
and furnish all materials and services as bid for the Bailey County Valve Stations, and any
associated documents, which Contract 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
ATTEST: "
Kay Darnell, City Secretary
APPROVED AS TO CONTENT:
A-hf�A��
Victor Kilman, karchasing Manager
APPROVED AS TO FORM:
City Attorney
da/ccdocs/bailey.res
December 3, 1996
December , 1996.
ALEX "�
MAYOR
11
TEMPORE
536&
CITY OF LUBBOCK
SPECIFICATIONS FOR
BAILEY COUNTY VALVE STATIONS
BID #13729
CITY OF LUBBOCK
Lubbock, Texas
City of Lubbock
P.O. Box 2000
Lubbock, Taxes 79457
r
606-767-2167
F
F
ADDENDUM N
ITB #13729
Bailey County Valve Stations
MAILED TO VENDOR:
OLD CLOSE DATE:
NEWCLOSE DATE:
rrB #13729, Addendum 93
November 13, 1996
Office of
Purchasing
November 19, 1996 @ 3:00 p.m.
November 20, 1996 @ 4:00 p.m.
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for In the ITB documents is supplemented here, the original requirements, not
affected by this addendum, shall remain in effect.
1. Delete Item #27c. of Addendum #1, and replace with the following:
a. A sub -panel of at least 8 circuits to be installed in each of the 3 proposed
concrete vaults along U.S. 84.
b. The conductors from the microwave shack to the proposed concrete vaults
should be at least three (3) - #6 AWG XHHW with one identified as white. The
wire will then be tied into the panel at the microwave shack and serve as a feed
for the new sub panel In the proposed concrete vaults.
C. The sub panel should be supplied with the following:
I. Four (4) single pole circuit breakers:
one (1) for lights
one (1) for receptacles
one (1) for sump pump
one (1) for back up sump pump
li. One (1) - 2-pole breaker for the pressure tanks
2. There are other utility lines in the proximity of the proposed concrete vault that are not shown on
the plans. The Contractor shall be responsible for the following:
a. Contact all the utilities affected to locate their lines before performing any
excavation work
b. Repair, replace and compensate at the Contractor's own expense any damage
to utility lines as a result of work performed on site.
3. The Close Date has changed
From: November 19, 1996 3:00 p.m.
To: November 20, 19% 4:00 p.m.
F13729ad3.doc
fTB 013729, Addendum #3
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I
All requests for additional Information or clarification must be submitted in writing and directed to:
Laura Ritchie, Buyer
City of Lubbock
P.O. Box 2000
Lubbock, Texas 7M7
Questions may be faxed to : (806)767-2164
or Email to: LRitchie@mail.ci.lubbocktx.us
THANK YOU,
r Lau Ritchie
Buyer
PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID
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13729ad3.doc
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rrB #13729, Addendum #2
7
wale
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
806-767-2167
ADDENDUM #2
ITB 913729
Bailey County Valve Stations
MAILED TO VENDOR:
OLD CLOSE DATE:
NEW CLOSE DATE:
Office of
Purchasing
November 12, 1996
November 14, 1996 @ 2:00 p.m.
November 19, 1096 @ 3:00 p.m.
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for in the ITB documents is supplemented here, the original requirements, not
affected by this addendum, shall remain In effect.
1. The dimensions for the proposed pipe lines are for bidding purposes only. Contractor shall verify
in the field exact dimension before ordering any pipe. Please see the attached drawings.
2. The Close Date has changed
From: November 14, 1996 2:-00 p.m.
To: November 19, 1996, 3:00 p.m.
[ All requests for additional information or clarification must be submitted in writing and directed to:
Laura Ritchie, Buyer
City of Lubbock
P.O. Box 2000
Lubbock, Texas 79457
Questions may be faxed to: (806)767-2164
j' or Email to: LRitchle@mail.ci.lubbocktx.us
THANK YOU,
C' hat
o
Laura Ritchie
Buyer
PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID
Ir
Enclosures
13729ad2.dx
SHALLOWATER
I 'VALVE CONTROL BOX
Kom (I1Sllu( PIPE
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L I TTLEF I ELD
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AbaC Lnsri.G nrs
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GLASSS ISO �sG u.c rps
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fit
12" 1"
40' 18"
30" 60'
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15'-" 2' 10•+ m m
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6' -4
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AMHERST
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O UK PIPE
ITB 013729. Addendum #1
I
F
City of Lubbock
P.O. Box 2000
Lubbock, Texes 72457
606-767-2167
ADDENDUM #1
ITB #13729
Bailey County Valve Stations
MAILED TO VENDOR:
OLD CLOSE DATE:
NEW CLOSE DATE:
November 6, 1996
Office of
Purchasing
November 7,1996 @ 2:00 p.m.
November 14, 1996 @ 2:00 p.m.
The following items take precedence over specifications for the above named Invitation to Bid (ITB).
Where any item called for in the ITB documents is supplemented here, the original requirements, riot
affected by this addendum, shall remain in effect.
Delete the contents Section 01010 -1, Part 1.2, F, and replace with the following:
Contract Time for the entire project will be 180 calendar days ( this does not include the off time
from March 1, 1997 to November 1, 1997). The Liquidated Damages shall be $500.00 per day.
The Contractor shall completely finish work at Shallowater and have the valve station fully
functional by March 1, 1997. Work for the three remaining valve stations shall resume on
November 1, 1997, and completed by March 15, 1998. The Contractor shall include as part of
the bid for each site any cost associated for remobilization in November, 1997 and any direct or
indirect cost associated with the project.
Note: At the Owner's request due to emergency or the unusual demand of water, this project
may be suspended in the late winter of 1997 and will resume in November, 1997. The contractor
will be provided additional number of days for mobilization.
Alternatively:
The Contractor will be allowed to completely remove and replace all the valves, pipes and
fittings on all the 3 sites along U.S. 84 and have the main line back in service by March 15,
1997. The Control Valves must be connected to the existing control services to allow the
operation of the valves by March 15, 1997. The Contractor will be allowed to perform the rest of
the work after March 15, 1997 so long as there Is no interruption of the water services in the
main line. Contract Time for the entire project will be 180 calendar days.
Liquidated Damages shall be $5W.00 per day.
Note: At the Owner's request due to emergency or the unusual demand of water, this project
may be suspended in the late winter of 1997 and will resume in November, 1997. The contractor
will be provided additional number of days for mobilization.
2. Enclosed please find the revised Bid Submittal Form noting the change in completion time from
160 calendar days to 180 calendar days. Please submit your bid on the revised form.
3. The elevation of the proposed concrete vault shall be the same as the existing concrete vault.
There is approximately 1 to 2 foot of ground cover over the lid of the 3 concrete vaults along US
84 and not 6 to 8 feet in depth as described in Section 01010 - 1, Part 1.2 - C. Refer to drawings
13729ad1.doc
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ITB #13729, Addendum #1
P
Add-1, Add-2, and Add-3 (enclosed). The contractor shall remove the ground cover and replace
the same ground cover upon the completion of the project.
4. Provide approximately 1 foot depth of new gravel from the excavated ground to the bottom of
the valve instead of the two foot as called for in Section 01010 - 3, Part 1.3, B, Item 11.
r' 5. The Control Program for the PLC shall be written by a System Integrator instead of an Electrical
Engineer registered as Professional Engineer in the State of Texas as called for in Section
01010 - 3, Part 1.3, B, Item 12. Include as part of the bid at each of the three sites along US 84,
the cost to retain a System Integrator to write the program and to train the operators for a total of
one - 8 hour day operator's training for the start up at Shallowater and one - 8 hour day
operator's training in August, 1998 for post start up.
6. In Section 01010 - 3, Part 1.3 B, Item 14 b. At Shallowater - perform 200 feet of 10 inch wet
tore with smooth steel conduit as casing instead of 400 feet. Furnish and Install the remaining
200 feet of plastic conduit as shown on Page 5 of 5 Detail for Direct Buried Conduit.
7. In Section 01010 - 4, Part 1.6,
A. Construct Work at one valve station at a time. Commence with the replacement of the
following valves stations:
1. Shallowater.
2. Littlefield.
3. Amherst.
4. Pump Station No. 4.
The control valves must be fully functional before the next station Is taken out of service.
8. The Contractor's cellular phone will be a suitable replacement for the telephone service as called
for in Section 01500 - Part 1.6, and delete Part 1.7 for Facsimile Service.
9. The Owner will attempt to empty all the water in the pipe line. Any remaining water will be
emptied and disposed by the Contractor. The Contractor will include the compensation for
pumping cost, rental of pumps and any other cost associated with the disposal of water as part of
the lump sum bid at each site.
10. The existing bell and spigot of the Steel Cylinder Reinforced Concrete (SCRC) pipe was made
as the same out side and inside dimensions of proposed Class 150 SCRC pipes.
11. Contractor shall contact the Railroad and Texas Department of Transportation and notify them of
the construction work according to the permit.
12. Remove the following equipment from the existing vault in addition to those described in the
specifications:
a. Existing sump pump reconnect them after the new concrete vault is built. Replace, and
install newWrIng and PVC coated conduit. Furnish and install a six inch diameter pipe
leading to a French drain approximately 30 feet south of the new concrete vault. The
gravel for the French drain shall be approximately 1.5 inch diameter.
b. Existing Pressure Gauge, Transmitter and Control Wring and furnish and install a new
4.5 inch diameter liquid filled gauge as manufactured by Ashcroft Model No. 127-9AS.
This gauge shall be capable of reading up to 230 feet of head and 100 psi. The
contractor shall reconnect the existing transmitter to the new pressure gauge and furnish
and install new control wiring after the new concrete vault is built.
13729ad1.doc
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ITB 013729, Addendum #1
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C. Existing lighting and electrical wiring and dispose them to the nearest land fill. Fumish
and install six (3 on the North wall and 3 on the South wall at the center line of each
water main) wall mounted Vapor Tight Incandescent Fixtures Model No. VW-1 GC as
manufactured by Stonco- Grainger Catalog Stock No. 2V566 and design, furnish, and
install new electrical wiring, PVC coated conduit, and connections from the new concrete
vault to the microwave shed according to the National Electrical Code and the City of
Lubbock Standards.
d. Existing power ventilation fan and turbine exhaust fan and reconnect them after the new
concrete vault is built. Fumish and install new electrical wiring for each site according to
City of Lubbock Electrical Code and National Electric Code.
r, e. Remove the existing pump and pressure tank at each site temporarily and reinstalled
them after the construction of the new vault. Furnish and install new piping, electrical
Wring, conduit and control wiring as required and include the cost as part of the bid for
each site. Poured in place a new concrete block support for the pump and pressure
' tank This support shall be approximately 3'H x 5'L x 3'W. The reinforcement for the
concrete block shall be double matted No. 4 bars at 6 inch on center.
13. Apply two coats of paint on the valves and pipes inside the concrete vault to a total of 9 dry mils
per SSPC dry film thickness measuring standards of Tnemec Series 175 Endura Shield (Semi -
Gloss) @ 3.0-5.0 dry mils each coat.
14. Contractor shall sterilize the new pipes and fittings according to the AWWA and TNRCC
Standards.
15. Contractor shall include all cost associated with disposal of the existing concrete vault, earth,
valves, existing pipe, debris, trash and others as part of the lump sum bid at each site. Not all
the control valves will be disposed by the Contractor, the Owner will select the 12 inch and 18
inch control valves to be salvaged.
16. Contractor shall furnish and install all new bolts and gaskets for flanged connections to connect
the valves, dresser coupling, and flange pipes. The cost for the bolts and installation shall be
r" included as part of the lump sum bid at each site. No existing bolts will be allowed to be used.
17. Precast concrete vaults shall be a suitable replacement for the Cast4n-Place concrete vault.
The Contractor shall be responsible for transportation and setting for the precast concrete vault.
The Contractor shall retain a Registered Professional Engineer in the State of Texas to design
the Precast Concrete Vault according to American Association of State Highway and
Transportation Officials (ASSHTO) - H2O load rating. Include all the cost involved in this project
as part of the lump sum bid at each site.
18. The Control Valves to be installed by the Contractor are Golden Anderson Globe Double Acting
Throttling Solenoid and Surge Relief Valve, Figure No. X6773-D, Serial NO. 960148, Drawing
No. G-1531. All components of the controls (including solenoid pilots and surge relief pilots) to
the valves are in place. Refer to Add-10.
19. Microwave shed in Amherst, Littlefield and Shallowater is existing. It shall be used as the
housing for PLC and also the source for electrical power. Contractor shall fumish a new
converter to convert 120 VAC to 24VDC at each of the three sites.
20. Contractor shall identify all the wiring at the termination.
r21. The conduit for the control wiring shall be PVC and not steel.
13729ad1.doc
rrB #13729, Addendum #1
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22. Contractor shall furnish and pay for their own generator for all temporary electricity as called for
in Section 01500. The Owner shall not furnish any temporary electrical source or power. The
Contractor will include the compensation for temporary electricity as part of the lump sum bid at
each site.
23. On Section 13500, Part 3.1 A, the part or all of the 1/0 count could be part of the CPU.- The rest
shall be in separate modules.
24. The Contractor shall connect the PLC to the existing Telemetry.
25. The existing closure time Is approximately 200 seconds and there is interference experienced on
the closure time. The program for the PLC shall be written to look for contact closure time of at
least 20 seconds.
26. The minimum size for the electrical power lines shall be 12 gauge. Use XHHW insulation, and
THHN insulation will not be allowed. .
27. The wiring inside each of the proposed concrete vault along US 84 to the PLC in the microwave
tower shall be as follows:
a. 2 cables wires 14 gauge Belden 8629 or approved equal for controls from the vault.
Each of them shall be a 12 conductor cable.
b. 5 analog signal wires 14 gauge Belden 9318 Single Pair Shielded or approved equal.
Each signal wire shall be 2 conductors each.
C. 3 circuit (power) wiring - 12 gauge XHHW, one for the lighting and two for receptacles
(sump and water tank).
28. On Section 13500-2, Part 3.1 F, form C is specified but form A is not an acceptable replacement.
External relay for each one Is an acceptable alternative to form C.
29. On the plans, page 3 of 5, the Contractor shall displace the existing 12 inch C-900 water line and
reinstall the line after the new concrete vault has been in place. The Contractor shall be
responsible for furnishing any short 12 inch C-9W water line. All cost associated with the
relocation of the water line will be included as part of the lump sum bid at Shallowater. Refer to
Add-4.
30. On the plans, page 4 of 5, the Owner shall leave the two - 30 inch gate valves in place and
remove the 30 inch control valve, pipes and fittings between the two gate valves. The
Contractor shall famish the bolts and gaskets, and install 7 3.75" short pipe 30 inch diameter
ductile iron spool In place of the valves, pipes and fittings replaced at Pump Station No 4. Refer
to Add.-5.
31. On the plans, page 5 of 5, the cross -sectional dimension of the column are 14 inches by 14
inches. Refer to Add.-6.
32. On the plans, page 5 of 5, the footing for the column shall be a composite wall and column
footing. Refer to Add.-7.
33. On the plans, page 5 of 5, the width of the beam is 14 inches wide. Refer to Add.-8.
34. All short pipes for all the site shall be Class 150 - SCRC pipes. All dresser coupling shall be
Model 411 Steel Coupling as manufactured by Smith Blair Clamp and Coupling Products. The
13729ad1.doc
i
I
ITB #13729, Addendum 91
_ coupling shall meet AVWVA CC-219 Standards. No welded steel band around closure will be
required except at Pump Station No. 4. Refer to Add.-9 for the length of the pipes.
35. The Close Date has changed
From: November 7, 1996 @ 2:-00 p.m.
To: November 14, 1996, @ 2:00 p.m.
t
r+ All requests for additional information or clarification must be submitted in writing and directed to:
Laura Ritchie, Buyer
,.. City of Lubbock
} P.O. Box 2000
l Lubbock, Texas 79457
Questions may be faxed to: (806)767-2164
or Email to: LRitchie@mail. ci.Iubbock tx.us
THANK YOU,
r
Laura Ritchie
Buyer
PLEASE RETURN ONE COPY OF THIS ADDENDUM WITH YOUR BID
Ir
Enclosures
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,
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13729ad1.doc
I
a
BID SUBMITTAL
UNIT PRICE BID CONTRACT
PLACE:
DATE:
,.. PROJECT NUMBER: 13729 - BAILEY COUNTY VALVE STATIONS
Bid of (hereinafter called Bidden
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
having carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related
contract documents and the site of the intended work, and being familiar with all of the conditions surrounding the
construction of the intended project including the availability of materials and labor, hereby intends 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 price stated below. The price to cover all expenses incurred In performing the
work required under the contract documents.
�- 1. 1 Lot Remove and dispose of all pipes, fittings, concrete vault. Construct a new
concrete vault and Install the new valves as furnished by the City. Furnish all
the pipes and fittings to connect to the existing pipes.
Location: Amherst
MATERIALS: ($ )
SERVICES: ($ )
TOTAL BASE BID ITEM 1: ($ )
2. 1 Lot Remove and dispose of all pipes, fittings, concrete vault. Construct a new
concrete vault and install the new valves as furnished by the City. Furnish all
pipes and fittings to connect to the existing pipes.
Location: Littlefield
MATERIALS: ($ )
SERVICES: ($ )
7 TOTAL BASE BID ITEM 2: ($ )
k
3. 1 Lot Remove and dispose of all pipes, fittings, concrete vault. Construct a new
concrete vault and Install the new valves as furnished by the City. Furnish all
�. the pipes and fittings to conned to the existing pipes.
Location: Shallowater
MATERIALS: ($ )
SERVICES: ($ )
TOTAL BASE BID ITEM 3: ($ )
'IN 4. 1 Lot Remove and dispose of all pipes and fittings. Install the new valves furnished
by the City. Fumish all the pipes and fittings to conned to the existing pipes.
Location: Pump Station No. 4 on 600 Municipal Drive, Lubbock, Texas
MATERIALS: ($ )
SERVICES: ($ )
TOTAL BASE BID ITEM 4: ($ )
r!
TOTAL BASE BID (ITEMS 1-4)
MATERIALS: ($ )
SERVICES: ($ )
TOTAL BASE BID (ITEMS 1- 4): ($ )
(Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.)
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 1130 (ONE HUNDRED EIGHT)) 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 $500.00 (FIVE HUNDRED DOLLARS) for each consecutive calendar
day in excess of the time set forth hereinabove for completion of this project, all as more fully set forth In the general
conditions of the contract documents.
Bidder understands and agrees that this bid submittal shall be completed and submitted in accordance with
Instruction number 21 of the General Instructions to Bidders.
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any fonnality in the
bidding.
The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
after the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
plans, specifications and contract documents pertaining to the work covered by this bid, and he further agrees to
commence work on or before the date specified in the written notice to proceed, and to substantially complete the work
7 on which he has bid; as provided in the contract documents.
a
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7 Bidders are required, whether or not a payment or performance bond is required, to submit a cashiers check or
certified check Issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company,
payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total
amount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds Of
required) within (ten) 10 days after notice of award of the contract to him.
Enclosed with this bid is a Cashiers Check or Certified Check for
P Dollars ($ ) or a Bid Bond in the sum of Dollars
which it is agreed shall be coliected and retained by the Owner as liquidated damages in the event the bid is accepted by
r• the Owner and the undersigned fails to execute the necessary contract documents and the required bond (f any) with the
Owner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check
or bond shall be returned to the undersigned upon demand.
°^ Bidder understands and agrees that the contact to be executed by Bidder shall be bound and include all contract
G documents made available to him for his inspection in accordance with the Notice to Bidders.
i
1~ Authorized Signature
[ (Printed or Typed Name)
t�
G Company
�.. Address
�. City, County
State Zip Code
Telephone:
Fax:
r
(Seal If Bidder Is a Corporation)
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ATTEST:
t
Secretary
LIST OF SUBCONTRACTORS
Minority Owned
Yes
No
❑
❑
❑
0
0
0
❑
❑
❑
0
❑
❑
❑
❑
❑
❑
❑
0
❑
❑
PROPOSED
CONCRETE
VAULT
ALONG
US.
84
NORTH
R.O.W.
NORTH
OF
SHALLOWATER
0
0
W
Z
J
cc
W
H
Z
W
V
1 ' —11 .57" ±
PROPOSED VAULT
Ground
21 ' —6 "
SCALE 1 "=3' Add-1
7-1
PROPOSED CONCRETE VAULT
ALONG. US.84 NORTH R.O.W.
L I T T L E F I E L D
CENTER LINE
OF DITCH
SCALE 1 "=3'
19 ' -6 "
V—8.52"±
�4
Add-2
PROPOSED CONCRETE VAULT
ALONG USe84 NORTH R.O.W.
�7 AMHERST
CENTER LINE 3.24" ±
OF DITCH
PROPOSED VAULT
Gro
Elevation
1 7' -8.52" SCALE 1 "=3'
Add-3
SHALLOWATER APPROX.
2.7 MILES
s.
NOTE: EXIST 12" WATER LINE IS
IN CONTACT WITH THE EXIST
360'
SHALLOWATER VALVE
STATION SITE PLAN
SCALE 1 "= 1 00'
Add-4
0
1 2 , _ „
6, —9„
Add-5
#6 @ 8" 0. C.
#5 @ 8 O.C.
S —i K � Imo— 1 . 5
FOOTING
(SEE DETAIL A
FOR REINFORCEMENT;
12" O.C.
TYPICAL
COLUMN
WALL
CONNECTION
N•T-S.
Add-6
2„
10"
7„
E
z
12 GAUGE STEEL PLATE
0 0 2„
-0 0 O 0 0
1' 7"
DETAIL
Add-7
A
#5 BARS
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#3 ST I RRL
6 #6 BARS
14"
TYPICAL BEAM
SECTION
Add-8
NTS0
jVALVE CONTROL BOX
\
REMOVE EEISi1NG PIPE I I I ! ! I I
AN O REPLACE WITH
THE CLASS 15
O ! I I I I ! SCRC Pipes
III =I III
18"±
2�"
1
12" 31"
40' 16"
30" 60 `
a
16
<
2' 2"
2' 10'f
m
?
m
1 " ±
2'-3
78'
Dresser
�'
-6.75"±
Coulping
2'-3.62
25
5 25'IT,
irl -
13
20'-
REMOVE E%I STING PIPE
Alp REPLACE WITH
THE CLASS 150 SCRC PIPE
i - OVERPRESSURE RELIEF PIXY 'R'
DWG. B-1030
TURN HAKE CLOCKWISE TO INCREASE RELIEF SETTING.
NEEDLE VALVE 'F• r
OPENING CONTRA
RELIEF OPERATION
R
2-WAY 14YORAULIC VALVES
'RI' L 12'.
OWG. G-1043.
STRAINIW }
p
3-WAY SOLENOID PILOT
WITH W4 AL OPERATOR
'GI' CLOSES MAIN VALVE
3-WAY SOLEAOIO.PIIOT
R!
R2 Ma ENERGIZED.
WIT4 NVWIAL OPERATOR
'fit` OPENS NMIN VALVE
F-MV WORAIL,IC VALVES
!!EN ENERGIZED.
'ET'.:'E2'.: 'Pi• k •P2•.
E)
E2
- CImRjL. 'E'
'
V2
'
CLOSING SPEW
•
O
CONTROL 'Er.r
STOP VALVE '0'
NORMALLYDo
O
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CITY OF LUBBOCK
INVITATION TO BID
FOR
TITLE: BAILEY COUNTY VALVE STATIONS
ADDRESS: LUBBOCK, TEXAS
BID NUMBER: 13729
PROJECT NUMBER: 9743.9241
CONTRACT PREPARED BY: PURCHASING DEPARTMENT
INDEX
NOTICE TO BIDDERS
GENERAL INSTRUCTIONS TO BIDDERS
BID SUBMITTAL - BID FOR UNIT PRICE CONTRACTS
PAYMENT BOND
PERFORMANCE BOND
CERTIFICATE OF INSURANCE
CONTRACT
GENERAL CONDITIONS OF THE AGREEMENT
CURRENT WAGE DETERMINATIONS
SPECIFICATIONS
SPECIAL CONDITION
NOTICE TO BIDDERS
r
i
NOTICE TO BIDDERS
BID #13729
Sealed bids addressed to Victor Kilman, Purchasing Manager, City of Lubbock, Texas, will be received in the
office of the Purchasing .Manager, Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas, 79401, until 2:00
o'clock p.m. on the 7th day of November, 1996, or as changed by the issuance of formal addenda to all planholders,
r• to furnish all labor and materials and perform all work for the construction of the following described project:
t "BAILEY COUNTY VALVE STATIONS
r After the expiration of the time and date above first written, said sealed bids will be opened in the office of the
! Purchasing Manager and publicly read aloud.
4 -
It is the sole responsibility of the bidder to insure that his bid is actually in the office of the Purchasing Manager
for the City of Lubbock, prior to the expiration of the date above first written.
The City of Lubbock will consider the bids on the 21 st day of November, 1996, at the Municipal Building, 1625
13th Street, Lubbock, Texas, or as soon thereafter as may be reasonably convenient, subject to the right to reject any or
r' all bids and waive any formalities. The successful bidder will be required to furnish a performance bond in accordance
with Chapter 2253, Government Code, in the amount of 100% of the total contract price in the event that said contract
price exceeds $100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter
2253, Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds
$25,000. Said statutory bonds should be issued by a company carrying a current Best Rating of B or su enor, as the
rating of the bond company is a factor that will be considered in determination of the lowest responsible bidder.
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's or certified
r" check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company, payable without
recourse to the order of the City of Lubbock in an amount not less than 5% 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.
r 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. There will be a pre -bid conference on
•" 31st day of October, 1996, at 9:00 o'clock a.m., in the Purchasing Conference Room L-04, 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
*p` document is specifically referred to in this notice to bidders. Each bidder's attention is further directed to provision of
f 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.
The City of Lubbock hereby notifies all bidders that in regard to any contract entered into pursuant to this
advertisement, minority and women business enterprises will be afforded equal opportunities to submit bids in response
to this invitation and will not be discriminated against on the grounds of race, color, sex, disability, or national origin in
consideration for an award.
i
The City of Lubbock does not discriminate against persons with disabilities. City of Lubbock pre -bid meetings
and bid openings are available to all persons regardless of disability. If you would like bid information made available in
a more accessible format or if you require assistance, please contact the City of Lubbock Human Relations Office at
(806) 767-2281 at least 48 hours in advance of the meeting.
CQ
ITY OF LUBB CK
L
VICTOR KIL AN
PURCHASING MANAGER
Bid documents may be obtained upon request from the Purchasing Department at 1626 13th Street,
Room L-04, Lubbock, Texas 79401; Telephone (806)767-2167/Fax (806)767-2164.
GENERAL INSTRUCTIONS TO BIDDERS
r=,
GENERAL INSTRUCTIONS TO BIDDERS
1. SCOPE OF WORK
f
f
The contractor shall .furnish all labor, superintendence, machinery, equipment and all materials necessary to
�,. complete this project in accordance with contract documents for the BAILEY COUNTY VALVE STATIONS.
r
2. CONTRACT DOCUMENTS
All work covered by this contract shall be done in accordance with contract documents described in the General
Conditions.
r., 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 contemplated 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 of forfeiture of deposit. The contract documents, may be examined without charge as noted in the Notice
to Bidders.
4. BIDDER INQUIRIES
No bidder shall request any information verbally. All written requests for additional information or clarification
concerning this bid must be addressed to:
LAURA RITCHIE
BUYER
CITY OF LUBBOCK
P.O. BOX 2000
LUBBOCK, TX 79457
FAX (806)767-2164
5. TIME AND ORDER FOR COMPLETION
The construction covered by the contract documents shall be fully completed within 160 (ONE HUNDRED
SIX consecutive calendar days from the date specified in the Notice to Proceed issued by the City of Lubbock
to the successful bidder.
r The Contractor will be permitted to prosecute the work in the order of his own choosing, provided, however, the
t 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 work is not in accordance with the progress schedule so submitted, 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.
!r` 6. PAYMENT
All payments due to Contractor shall be made in accordance with the provisions of the General Conditions of the
J""' contract documents.
7. 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.
B. MATERIALS AND WORKMANSHIP
The intent of these contract documents is that only materials and workmanship 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
incorporated into the project. The presence or absence of a representative of the City on the 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.
9. GUARANTEES
All equipment and materials incorporated in the project and all construction shall be guaranteed against defective
materials and workmanship. Prior to final acceptance, the Contractor shall furnish to the Owner, 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).
10. PLANS FOR THE CONTRACTOR
The contractor will be furnished one set of plans and 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.
11. PROTECTION OF THE WORK
The Contractor shall be responsible for the care, preservation, conservation, 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:
(a) The experience record of the bidder showing completed jobs of a similar nature to the'one covered by
the intended contract and all work in progress with bond amounts and percentage completed.
(b) A swom statement of the current financial condition of the bidder.
(c) Equipment schedule.
12. 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.
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13. PROTECTION OF SUBSURFACE LINES AND STRUCTURES
It shall be the Contractor's responsibility to prosecute the work contemplated 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 furnish 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 fines 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.
14. BARRICADES AND SAFETY MEASURES
The contractor shall, at his own expense, furnish and erect such barricades, 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 immediately removed 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.
15. 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
PM cases where explosives are authorized to be used, the Contractor shall use 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.
Explosive materials shall not be stored or kept at the construction site by the Contractor.
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.
16. 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.
17. INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract 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 Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance
protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such
insurance shall be carried with an insurance company authorized to transact business in the State of Texas and —
shall cover all operations in connection with this contract, whether performed by the Contractor or a
subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate
of insurance specifying each and all coverage's shall be submitted prior to contract execution. _
The insurance certificates furnished shall name the City as an additional insured, 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. It shall be the contractors responsibility to provide to the owner all
proof of coverage insurance documents including workers compensation coverage for each
subcontractor.
18. 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 above mentioned. 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 prevailing rate of per diem wages in these contract documents does not 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 conditions exist:
(1) The project being constructed is essential to the City of Lubbock's 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 Representative 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 commence work,
regardless of the day of the week or the time of day, to correct or alleviate such condition so that it is no longer
dangerous to property or life. —
19. 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 the payment of wages, file with the Owner's
Representative, or Engineer, a certified, swom, legible copy of such payroll This shall contain the name of each
employee, his classification, the number of hours worked on each day, rate of pay, and net pay. The affidavit
shall state that the copy is a 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 classifications set forth in the schedule of general prevailing rate
of per diem wages, which schedule is included in the contract documents.
I
20.
t
21.
22.
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 set forth in the
schedule of general prevailing rate of per diem wages included in these contract documents.
PROVISIONS CONCERNING ESCALATION CLAUSES
Bids 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 retumed to the
bidder without being considered.
PREPARATION FOR BID
The bidder shall submit his bid 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 intends to do the work
contemplated or furnish the materials required. Such prices shall be written in ink, distinctly and legibly, or
typewritten. In case of discrepancy between the price written in words and the price written in figures, the price
written in words shall govern. If the bid is submitted by an individual, his name must be signed by him or his duly
authorized agent. If a bid is submitted by a firm, association, or partnership, the name and address of each
member must be given and the bid signed by a member of the firm, association or partnership, or person duly
authorized. If the bid is submitted by a company or corporation, the company or corporate name and business
address must be given, and the bid signed by an official or duly authorized agent. Powers of attorney authorizing
agents or others to sign bids must be properly certified and must be in writing and submitted with the bid. The
bid shall be executed in ink.
Each bid shall be enclosed in a sealed envelope, addressed as specified in the Notice to Bidders, and endorsed
on the outside of the envelope in the following manner:
(a) Bidder's name
(b) Bid for (description of the project).
Bid submittals may be withdrawn and resubmitted at any time prior to the time set for opening of the bids, but no
bid may be withdrawn or altered thereafter.
BOUND COPY OF CONTRACT DOCUMENTS
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 Submittal.
(d) Statutory Bond (if required).
(e) Contract Agreement.
(f) General Conditions.
(g) Special Conditions (if any).
(h) Specifications.
(i) Insurance Certificates.
Q) 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.
23. QUALIFICATIONS OF BIDDERS
The bidder may be required before the award of any contract to show to the complete satisfaction of the City of —
Lubbock that it has the necessary facilities, ability, and financial resources to provide the service specified
therein in a satisfactory manner. The bidder may also be required to give a past history and references in order
to satisfy the City of Lubbock in regard to the bidder's qualifications. The City of Lubbock may make reasonable
investigations deemed necessary and proper to determine the ability of the bidder to perform the work, and the
bidder shall furnish to the City of Lubbock all information for this purpose that may be requested. The City of
Lubbock reserves the right to reject any bid if the evidence submitted by, or investigation of, the bidder fails to
satisfy the City of Lubbock that the bidder is properly qualified to carry out the obligations of the contract and to —
complete the work described therein. Evaluation of the bidder's qualifications shall include:
1. The ability, capacity, skill, and financial resources to perform the work or provide the service required.
2. The ability of the bidder to perform the work or provide the service promptly or within the time specified,
without delay or interference. —
3. The character, integrity, reputation, judgment, experience, and efficiency of the bidder.
4. The quality of performance of previous contracts or services.
BID SUBMITTAL
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- ------ . --- J---
i
rBID SUBMITTAL
UNIT PRICE BID CONTRACT
f
sLr,-E; Municipal Building, 1625 13th Street, Room L-04, Lubbock, Texas 79401
i 20 4:00
SATE' November YC 1996 at &j&& p.m.
?F EJECT NUMBER: 13129 - BAILEY COUNTY VALVE STATIONS
Bl�Sf Red River Construction Co. (hereinafter called Bidder)
Tt _ ne Honorable Mayor and Clty Council City of Lubbock, Texas (herelnafter called Owner]
GMemen:
i
"The Bidder, In compliance with your invitation for bids for the construction of a Bailey County Valve
Stations in and for the City of Lubbock. Texas
hrng carefully examined the plans, specifications, instructions to bidders, notice to bidders and all other related
cc tract documents and the site of the intended work, and being familiar with all of the conditions surrounding the
construction of the intended project including the availability of materials and labor, hereby Intends to furnish all labor,
rdais, and supplies; and to construct the project In accordance with the plans, specifications and contract documents,
n the time set forth therein and at the price stated below. The price to cover all expenses Incurred in performing the
work required under the contract documents.
r•
1 ` 1 Lot Remove and dispose of all pipes, fittings, concrete vault. Construct a new
concrete vault and Install the new valves as furnished by the City. Furnish all
the pipes and fittings to connect to the existing pipes.
Location: Amherst
MATERIALS:
6EAVICES:
)TAL BASE BID ITEM 1:
P
tiJE,
L
MC) 1 OU
1 Lot Remove and dispose of all pipes, fittings, concrete vault. Construct a new
cone ete vault and Install the new valves as furnished by the City. Furnish all
pipes and fittings to conned to the existing pipes.
f.. Location: Littlefield
�'"'
LATERIALS: l �C T`�_ ��e 1 o. dt� O 1C /o�.t.b tic (3 (o 4,
=RVICES:•,-�
TOTAL BASE BID ITEM
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i
❑i
7
I Lot Remove and dispose of all pipes, fittings, concrete vault. Construct a now
t" concrete vault and install the new valves as furnished by the City. Fumish all
@ the pipes and fittings to connect to the existing pipes.
Location: Shatlowatsr
IAi cRiALS: _ ;/ X'T ao t.0 V- (3. 000,00 )
l-�t xTYt,
iFV. 4CE8: �l h"t it, d t N-o t V-s r� . OOC? DID
'OTAL BASE BID ITEM 3: �FS� UD��}t.1.L'i5($�.� 000100 )
1. 1 Lot Remove and dispose of all pipes and fittings. Install the new valves furnished
... by the City. Furnish all the pipes and fittings to connect to the existing pipes.
Location: Pump Station No. 4 on 600 Municipal Drive, Lubbock, Texas
MATERIALS:
Sc ,VICES:_ �7'Fa/�+.1 i-oy�d�� %e.4d�S ($� 0 00.00 )
TEAL BASE BID ITEM 4:
i
TPTAL BASE BID (ITEMS 1-4)
i
MATERIALS:_ow
fi ^.
S �VICES.��v►a
TATAL BASE BID (ITEMS 1-
(-S
O00
-1-2P
71, l aAuc,n
(Amount shall be shown in both words and numerals. In case of discrepancy, the amount shown in words shall govem.)
7 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 100 (ONE HUNDREUE199M consecutive
calendar days thereafter as stipulated in the specifications and other contract documents. Bidder hereby further agrees
pay to Owner as liquidated damages the sum of $600.00 (FNE HUNDRED DOLLARS I for each Consecutive calendar
�_. ry in excess of the time set forth hereinabove for complotion of this project, all as more fully sot forth In the general
conditions of the Contract documents.
r
1 Bidder understands and agrees that this bid submittal shall be completed and submilied in accordance with
instruction number 21 of the General, Instructions to Bidders.
w
Bidder understands that the Owner reserves the right to reject any or all bids and to waive any formality in the
� uidding.
r The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) calendar days
ifter the scheduled closing time for receiving bids.
The undersigned Bidder hereby declares that he has visited the site of the work and has carefully examined the
j)lans, specifications and contract documents pertaining to the work covered by this bid, and ho further agrees to
commence work on or before the date specified In the written notice to proceed, and to substantially complete the work
f„on which he has bid; as provided in the contract documents.
l
t�
Bidders are required, whether or not a payment or performance bond is required, to submit a cashier's check or
zertified check issued by a bank satisfactory to the City of Lubbock, or a bid bond from a reliable surety company,
payable without recourse to the order of the City of Lubbock in an amount not less than five percent (5% ) of the total
r-imount of the bid submitted as a guarantee that bidder will enter into a contract and execute all necessary bonds (if
11 equired) within (ten) 10 days after notice of award of the contract to him.
Enclosed with this bid is a Cashier's Check or Certified Check for bid bond for 5% of amount bid
5ollars ($ 5% of bid ) or a Bid Bond In the sum of five percent of amount bid Dollars ($ o ),
which it is agreed shall be collected and retained by the Owner as liquidated damages in the event the bid is accepted by
the Owner and the undersigned fails to execute the necessary contract documents and the required bond (if any) with the
r"awner within ten (10) days after the date of receipt of written notification of acceptance of said bid; otherwise, said check
I, Dr bond shall be returned to the undersigned upon demand.
Bidder understands and agrees that the contract to be executed by Bidder shall be bound and include all contract
�Jocuments made available to him for his inspection in accordance with the Notice to Bidders.
t.
Authorized Signature
r- Dean Porter, Chairman/Treasurer
4 (Printed or Typed Name)
Red River Construction Co.
Company
1506 Capital Ave., Suite 200
Address
Plano, Texas 750ZA Collin
City, County
Texas , 75074
State Zip Code
Telephone: 972 - 578-0127
Fax: 972 - 578-1043
j" "(Seal if Bidder Is a Corporation)
t;
ATTEST:
k
Secretary Vicki Porter
LIST OF SUBCONTRACTORS
Minority Owned
Yes
No
WMIL,
uJ — LX—v--Tr-%cl 0
0
1
❑
❑
❑
❑
0
0
0
❑
0
0
0
0
0
0
0
0
I
Bid Bond
Surety Department
r., KNOW ALL MEN BY THESE PRESENTS,
That we, Red River Construction Co., Inc., as Principal, hereinafter called the Principal, and the
�- Amwest Surety Insurance Company, a Corporation created and existing under the laws of the State of
Nebraska, whose principal office is in Woodland Hills, CA, as Surety, hereinafter called the Surety, are
held and firmly bound unto City of Lubbock, Texas, as Obligee, hereinafter called the Obligee, in the
sum of Five Percent (5%) of the amount bid Dollars ($ for the payment of which sum,
I well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, fierily by these presents.
Whereas, the Principal has submitted a bid for
Bailey County Valve Stations
�— NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into
a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may
be specified in the biddings or contract documents with good and sufficient surety for the faithful
performance of such contract and for the prompt payment of labor and material furnished in the
prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such
bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof
between the amount specified in said bid and such larger amount for which the Obligee may in good faith
contract with another party to perform the work covered by said bid, then this obligation shall be null and
r„void, otherwise to remain in full force and effect.
t
Signed and sealed this = day of November, A.D. 1996.
C"
Attest: Red River Construction Co., Inc.
(Principal)
r"
By: JAw By 1 �,,,,� I (SEAL)
Witness Dean Porter, Treasurer
i Witness:
(Approved by the American Institute of Architects,
A.I.A. Document No. A-310, 1970 Edition)
Form S-32664 Printed in U.S.A. 12-70
Amwest Surety Insurance
Company
By ,C� _�'
W. Lawrence Brown, Attorney -in -Fact
EMROYERS INSURANCE OF WAUSAU A Mutual Company
+. POWER OF ATTORNEY
(FOR BID BONDS ONLY)
r KNOW ALL MEN BY THESE PRESENTS:
That the EMPLOYERS INSURANCE OF WAUSAU A Mutual Company, a corporation duly organized and existing under
the laws of the State of Wisconsin, and having its principal office in the City of Wausau, County of Marathon. State of
Wisconsin, has made, constituted and appointed, and does by these presents make, constitute and appoint
W. LAWRENCE BROWN, TRACY TUCKER, TOBIN TUCKER
its true and lawful attorney -in -fact, with full power and authority hereby conferred in its name, place and stead, to execute,
seal, acknowledge and deliver ANY AND ALL BID BONDS OR WRITTEN DOCUMENTS INVOLVING BID GUARAN-
Z TEES OR IN THE NATURE THEREAFTER
i ❑
tL
cc an to bind the corporation thereby as fully and to the same extent as if such bonds were signed by the President, sealed with
the corporate seal of the corporation and duly attested by its secretary hereby ratifying and confirming all that the said
p� attorney -in -fact may do in the premises.
Q This power of attorney is granted pursuant to the following resolution adopted by the Board of Directors of said Company at a
t
meeting duly called and held on the 18th day of May, 1973. which resolution is still in effect:
a
"RESOLVED, that the President and any Vice President — elective or appointive— of EMPLOYERS INSURANCE OF
rQ WAUSAU A Mutual Company be, and that each of them hereby is, authorized to execute powers of attorney qualifying
t }. the attorney named in the given power of attorney to execute on behalf of EMPLOYERS INSURANCE OF WAUSAU A
0 Mutual Company bonds, undertakings and all contracts of suretyship: and that any secretary or assistant secretary be,
Z and that each or any of them hereby is, authorized to attest the execution of any such power of attorney, and to attach
thereto the seal of EMPLOYERS INSURANCE OF WAUSAU A Mutual Company."
0 "FURTHER RESOLVED, that the signatures of such officers and the seal of EMPLOYERS INSURANCE OF WAUSAU
0 A Mutual Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and
any such power of attorney or certificate bearing such facsimile signatures and facsimile seal shall be valid and binding
upon the EMPLOYERS INSURANCE OF WAUSAU A Mutual Company when so affixed and in the future with respect
ruzj to any bond, undertaking or contract of suretyship to which it is attached"
w IN WITNESS WHEREOF, EMPLOYERS INSURANCE OF WAUSAU A Mutual Company has caused these presents to be
Qsigned by the vice president and attested by its assistant secretary, and its corporate seal to be hereto affixed this 30TH day of
AUGUST
�•N EMPLOYERS INSURANCE OF WAUSAU A Mutual Company
a•*�^u_ '; SEAL f By �./��
_ J. Stephen Ryan Vice President
Attest:
f w
.,, Z
O
R. J. Besteman Assistant Secretary
STATE OF WISCONSIN )
LL COUNTY OF MARATHON )
O
On this 30TH day of AUGUST , 1996 , before me personally came
x�u J. Stephen Ryan to me (mown, who being by me duly sworn, did depose
and say that he is a vice president of the EMPLOYERS INSURANCE OF WAUSAU A MutualCompany, the corporation described in and which
0 executed the above instrument that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal and that it was so
{•,CL affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order.
c IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year herein first above written.
Q
F- Patricin A. Kiernan Notary Public
O NOTARY PUBLIC
Z STATE OF WISCONSIN
to MY COMMISSION EXPIRES MAY 24, 1998
STATE OF WISCONSIN ) CERTIFICATE ''�•"%'
F- CITY OF WAUSAU
COUNTY OF MARATHON )
I, the undersigned, assistant secretary of EMPLOYERS INSURANCE OF WAUSAU A Mutual Company, a Wisconsin
corporation, do hereby certify that the foregoing and attached power of attorney, WHICH MUSTCONTAINA VALIDAT-
ING STATEMENT PRINTED IN THE MARGIN THEREOF IN RED INK. remains in full force and has not been
revoked; and furthermore that the resolution of the Board of Directors set forth in the power of attorney is still in fora:.
r• Signed and sealed in the City of Wausau, Marathon County, State of Wiscon in. this 20th day
r
of November 19 96
wa«+a • R. J. Besteman Assistant Secretary
;SEAL.
NOTE: IF YOU HAVE ANY QUESTIONS REGARDING THE VALIDITY OR WORDING OF THIS POWER OF
ATTORNEY, CALL TOLL FREE (800) 826-1661. (IN WISCONSIN, CALL (800) 472-0041)
r
4 815.4=4 06-94
PAYMENT BOND
BOND CHECK
BEST RATING....
-4.
LICENSED tN EXAS
DINE 8Y
PM
STATUTORY PAYMENT BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $25,000)
KNOW ALL MEN BY THESE PRESENTS, that
Red River Construction
Co., Inc.
Principal(s), and
Amwest Surety Insurance Company
(hereinafter called the Principal(s), as
" (hereinafter called the Surelr(sl, as SurgV(s�, are held and firmly bound unto the City of Lubbock (hereinafter called the
Obligee),in the amount of free hum a sJxty,n a thousand Dollars $ 369, 900.0
hundred—;n —�,,-1 � ( A 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
December 19 96 ,to Bailey County Valve Stations — Bid #13729
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 subcontractor 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 Section 2253.021(a) of the
Texas Government Code, 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 copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this
12th day of December 1996.
Amwest Surety Insurance Company
Surety
"B;itl
) Tra ker, Attorney —in -Fact
Red River Construction Co., Inc.
Principal
By:
(Title) Chairman
By:
(Title)
By:
(Title)
The undersigned surety company represents that it is duty qualified to do business in Texas, and hereby
designates Howard Cowan an agent resident in Lubbock County to whom any requisite notices may be delivered and
i
on whom service of process may be had in matters arising out of such suretyship.
Amwest Surety Insurance Company
Surety
*13
tle) Tr cker
Attorney —in —Fact
PM Approved as to Form
City of Lubbock
By:
City ttorney �� 1
r.. * 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.
h
EXPIRATION DATE V _ t o-i7o POWER NUMBER
READ CAREFULLY
This document is printed on white paper containing the artificial watermarked logo A ) of Amwest Surety Insurance Company (the "Company') on the front
and brown security paper on the back. Only unaltered originals of the POA are valid. This POA may not be used in conjunction with any other POA. No
representations or warranties regarding this POA may be made by any person. This POA is governed by the laws of the State of Califomia and is only valid until
the expiration date. The Compatry shall not be liable on any limited POA which is fraudulently produced, forged or otherwise distributed without the permission
of the Company. Any party concerned about the validity of this POA or an accompanying Company bond should call your local Amwest branch office at
(214) 580-8666
constitute and appoint:
TRACY TUCKER
AS AN EMPLOYEE OF TUCKER AGENCY, INC.
its true and lawful Attomey-in-fact, with limited power and authority for and on behalf of the Company
thereto if a seal is required on bonds, undertakings, recognizances, reinsurance agreement for a Miller A
the nature thereof as follow.
Bid Bonds up to $••1,000,000.00
Contract (Performance & Payment), Court, Subdivision S • •2,500,000.00
License & Permit Bonds up to S•••••50,000.00
Miscellaneous Bonds up to S • • • • •25,000.00
Small Business Administration Guaranteed Bonds up to $••••250,000.00 ,(
and to bind the company thereby. This appointment is made under and by aue B
I, the undersigned secretary of Amwest Surety Insurance Company, a Ne corporation
force and effect and has not been revoked and furthermore, that the 'ons f the Boardi
provisions of the By -Laws of the Company, are now in full force an
I (affix the seal of the company
or other written obligations in
are now in full force and effect
IFY that this Power of Attorney remains in full
on this Power of Attorney, and that the relevant
96
Karen G. Cohen, Secretary
* * * * llt * 4t * 4 4t * VQLOIXTIONS OARJ WF DIRECTORS * * * * * tk * *
This POA is signed and sealed by facsimile under d by autho J y
o t owl biutions adopted by the Board of Directors of Amwest Surety Insurance
Company at a meeting duly held on December 1975: 1�
RESOLVED, that the President or any ent, in n�- wi�Secretary or any Assistant Secretary, may appoint attorneys -in -fact or agents with
authority as defined or limited in the ins me vi encin po' tment ' cRcase for and on behalf of the Company, to execute and deliver and affix the seal
of the Company to bonds, undertakin , ces, p obliga s of all kinds; and said officers may remove any such attorney -in -fact or agent and
revoke POA previous rson.
an P� y g�
RESOLVED FURTHER, that an nd, unde gn ice, suretyship obligation shall be valid and bind upon the Company:
(i) when signed by the President o any Vi rest an and sealed (if a seal be required) by any Secretary or Assistant Secretary; or
(ii) when signed by the President or any 'dent r or Assistant Secretary, and countersigned and sealed (if a seal be required) by a duty
authorized attomey-in-fact or age o
(iii) when duly executed and seal (if a requir one or more attomeys-in-fact or agents pursuant to and within the limits of the authority evidenced
by the power of attorney issu ompany to suc person or persons.
RESOLVED FURTHER, that the st na a of any authorized officer and the seal of the Company may be affixed by facsimile to any POA or certification
thereof authorizing the execution and del' ery of any bond, undertaking, recognizance, or other suretyship obligations of the Company; and such signature and seal
when so used shall have the same force and effect as though manually affixed.
Bondxo. 0646809 Signed & sealed thi
IN WITNESS WHEREOF, Amwest Surety Insurance Company has caused these presents to be signed by its proper officers, and its corporate seal to be hereunto
affixed this 14th day of December,1995. �+
�2
-
John E. Savage, PreAdent
Karen G. Cohen, Secretary
State of California
County of Los Angeles
On December 14,1995 before me, Peggy B. Lofton Notary Public, personally appeared John E. Savage and Karen G. Cohen, personally known to me (or
tut
proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) islare subscribed to the within instrument and acknowledged to me all that
holshelthey executed the same in hislheritheir authorized capacity(ics), and that by 6is/herltheir signature(s) M e-entitv ton be
of which the verson(s) acted, executed the instrument.
nuItoo#,
,a."" WITNESS � hand and official seal.PEGG
Y d L4RON
� aP oA� qy--.
' 7%'�t -y
Nofiw Pua�c—cdbtNo
�C ::(J0 �i SlgnatUre /
I J; 2 �N M � Vekyffi. Lofton, Notary Pu
(Seal) Los Aft Wa Countyr
SARI COMM. ExpltN A LQ 6.1044
ll
_ Co DEQ14, Jos
t}-, 1995
jC)I
PERFORMANCE BOND
BOND CHECK
BEST RATING
LICENSED IN'EXAS
DATE k BY
r
STATUTORY PERFORMANCE BOND PURSUANT TO SECTION 2253.021(a)
OF THE TEXAS GOVERNMENT CODE
(CONTRACTS MORE THAN $100,000)
Red River Construction
KNOW ALL MEN BY THESE PRESENTS, that Co. , Inc. (hereinafter called the Principal(s), as Principal(s), and
Amwest Surety Insurance Company
�., (hereinafter called the Surety(s), as Surety(s), are held and firmly bound unto the City of Lubbock (hereinafter called the
Obligee), in the amount of ES U.-Ahundred f six ire t ousan Dollars ($ 369,900.09lawful money of the
-��'e-� red-�-�er�0� y
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 the12 thday of
December ,1996,to Bailey County Valve Stations - Bid #13719
I 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.
�i 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
r be void; otherwise to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Section 2253.021(a) of the
Texas Government Code, 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 copied at length herein.
IN WITNESS WHEREOF, the said Principal (s) and Surety (s) have signed and sealed this instrument this 12th
day of December 019 96
C
Amwest Surety Insurance Company
Su -`
. By:
(Tit ) Tra Tu ker, Attorney -in -Fact
r�
Red River Construction Co., Inc.
Principal
By
(Title) Chairman
By:
(Title)
By:
(Title)
r�
r
The undersigned surety company represents that it is duly qualified to do business in Texas, and hereby
r„ designates Howard Cowan an agent resident in Lubbock County to whom any requisite notices may be
delivered and on whom service of process may be had in matters arising out of such suretyship.
Amwest Surety Insurance Company
r" Surety
i
* By.
6(Ti ) Tra cker,
Attorney —in —Fact
Approved as to form:
City of bock
By:
r # city ttorney
* 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.
Fj
i.
CERTIFICATE OF INSURANCE
r
01/02/97 1e:07 FAX 214 978 66S1
A$$-DALLAS T3.
Z 002/ 002
CERTIFICATE OF INSURANCE
To: CITY Og LUBBOCK DATE: 12Z2.3L26
P.O. BOX 2000
LUBBOCK. TX 79457 TYPE OF PROJECT;
_ Railey County Valve Stattone
Bed River Construction Co.. rac. (Bid #13729)
CapAve. 1506 ital A. #200, Plano. T%
TtpS is TO CERTIFY THAT _ _ _ _ _ (Name and Address of tn&ured) is, at
the date of thi3 certificate, Insured by this Company wits► respect to the business operstlons haminalter described, for the
typed of Insurance and in accordance with the provisions of the standard pottcles used by this company, ttnc farther
hereinafter descnl*d. Exceptions to standaN policy noted hereon.
TYPEOP wS M
POLICY NUMBER
EFFECIM
WECTIV6
t,IMriS
OATS
GATE
GENERAL
tofnfsercialFief►arstlieetlIIy
tlg 0910031z
7/1/96
9/2/97
e9;kP 000 Q00
4e WW Ana � �• .
0 Claka Mack
Praducte-Canp(O A� �.o s 2ffit .- 600
W 00=efft
PtmwW A A&
0 Owner's & Cantradore Protective
Ea0h Oocwrenw
0
Am Cartage (Any arse Firt
Ned EV My ant Pemm) S
AnyA0Wa
RM09106312-1
7/1/96
9/2/97
It
tn��j1 �pt ��0o.one
dos
1
PropattY
CC Knd Auke
Qams�e
It 14arr4>mied Winos
0
OARAG
0 AnyAft
Auto cn[y • f.sch acddent 1_..�_
0
02w tram Auto OW
Etch accident =
A2s%ate .
t0o� car&aot prW*
0 � �
3AT63989700
9/2/96
9/2/97
a 0=7ALL+nOr4FLDATffR
a
EWESS LL4BX rV
4 UmbrebFarm
PEN 201.879
9/2/96
9/2/97
Eeohdecurmrm t:2.000.000
Citw Than Umbrella Fwm
aR9�ste DO
0
WOFM Ea SAVON AND
�
EWWYVWThl
( t Mduded
WK 9100150
7/1/96
9/2/97
Peftrtiets►fr mu6w Q Fzd
Etch AeddeNi Q8
ottiacrs ere:
Dim" Pd1cy LLkm
D'saa:.o•E.act, �a� s _ r � nrin � nnn
OTHER
City of Lubbock is reco
izad as Additional
ruse
d with re
pact to General and automobile
Liability policies. Al
policies coat
in a Waiv
of Subro
atirsa in favor of City of Lubbi
ick.
The ab a policies elther In the body thereof or by appro�ia�e andorsemerot provide tha�tttey rrtay not be chan0ed or
or car ce ay' the i rarer in less then
the legal time requlreetdi a er the insured has recelveo wrAien notice of such charge
it gal requirement. in less then five days in advance of canoeltatlon. ,
FWE COPIES OF THE CERTIFICATE OF INSURANCE fit. FaVI-4muranO 99wanies
I Ufa
MIDST BE BENT TO THE CITY OF LUBBOCK
s
T91e: utha e e
12!23/96 11:46 FAX 214 978 6651 AHH-U."1LLkIS TX. 002"003
t
CERTIFICATE OF INSURANCE
r' TO: CITY OF LUBBOCK DATE: 12/23196
+ P.O. BOX 2000
LUBBOCK, TX 76467 TYPE Of PROJECT:
Bailer Counts Valve Stations
Bed River Coastsuction Co., Inc. (Bid #13729)
i THIS IS TO CERTIFY THAT L506 Capital Ave., #200, Plano, T% (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
typed of insurance and In accordance with the provisions of the standard policies used by this company, the further
C hereinafter described. Exceptions to standard policy noted hereon.
TYPE OF INSURANCE
POLICY NUMBER
EFFECTIVE
EFFECTIVE
LIMITS
DATE
DATE
GENERAL UA&UTY
It e� GonaimlLlab%
KK 09100312
7/L/96
9/2/97
General Aar C-2=000 000
G C1
Prooductrs. ,0^
It Occu,7erfoe
PtxaavJ & Adv, lr�ury S
0 CK%TmVt Z Contnetotr protective
Each Occu
D
Fire Damage fAm one fire) $ 5Q I'll
Mad 4P (Any one Person) S. 5, 000
AUMMOriVE UABrUTY
IF AnYAda
KK09100312-1
7/1/96
9/2/97
Combtnad Wroe Umft i 1.000.000
It All Owned Autos
Badly Injury (Per Person) t
a Schi" l rd Autos
Body Ir4ury (Par AocFdew) S
It Hired Autos
Property Damage i
it Ncrt-Ownad Autos
n
GARAGE UABULITY
0 Any Auto
Arco Ordy- Each Aceldant sue,.,__,
0
Other trim Auto Only.
Each Aczidont S
ADgrepate i
cl; BurUaER'S RISK
0 l00%oI the Total conttaet Price
3AT63989700
9/2/96
9/2/97
s 5,500.00
0 "TALLATICMFLOATER
E
EXCESS LL461UTY
0 Umbrella Form
Esoh Ocourrence i
Aggregate 5.�...._
C other Than Umbrella Form
i
WOWAS COMAgNSAVON AND
EMPLOYERS* WABILtTY
ThePmprietort t- Irmwed
Ift 9100150
7/1/96
9/2/97
Sta"MyUalts
Partrrerseacutiw 0 Excluded
£aehAccident E 1,000,000
Offfoets are:
Disease Policy Uma E 1 no6.000
Msea20I-Each Employes S 1 nnn� nnA
OTHER
City of Lubbock 1s reco
iced as Addit
oral Tn
d with re
pect to Geueral and Autoaobile
Liability policies. All
policies coat
in a Waiverof
Subro
ation is favor of City of Lubbi
The above polities either in the body thereof or by appropriate endorsement provide that they may not be changed or
canceled by the insurer in Less than the legal time requtreedd 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 cancellation.
FIVE COPIES OF THE CERTIFICATE OF INSURANCE St. P&MILL Insurauc4 Owwanies
MUST BE SENT TO THE CITY OF LUBBOCK —I urer
erry se
Title: u ho aed Reprengmtntlye
ICI
r
12/23/96 11:48 FAX 214 978 66Q41 AMI-MLLAS T1.
[a 003.,003
CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
To Be Completed by Appropriate Insurance AgentfEroker
Prior to Award of Contract
I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have
been reviewed by me with the below identified Contractor. if the below identified Contractor is awarded this
contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by
contractor, furnish a valid Insurance certificate to the City meeting all of the requirements defined In this
bid/proposal.
Ag t (Sig .ure)
Jerry P. Rose
Agent (Print)
Name of Agent/Broker: AON Rink Servieac of Texas, Inc.
Address of Agent/Broker: 2200 Rnss AQenu, s,, jrp 17nn
City/staterhp: Dallas, Texas 75201
AgentBroker Telephone Number: ( 214 ) 978-6600
Date: December 23, 199
CONTRACTOR'S NAME: Bed River Construction Co., Inc.
(Print or Type )
CONTRACTOR'S ADDRESS: 1506 Capital Avenue, Suite 200
Plano, Texas 75074
NOTE TO AGENTJBROKER
If this time requirement is not mot, the City has the right to reject this bid/proposal and award the
contract to another contractor. If you have any questions concerning these requirements, please
contact the Purchasing Manager for the Clay of Lubbock at (806)767.2165.
BID 013729 - BAILEY COUNTY VALVE STATIONS
CERTIFICATE OF INSURANCE
TO: CITY OF LUBBOCK DATE:_ 12/17/96
P.O. BOX 2000
r LUBBOCK, TX 794ST TYPE OF PROJECT:
Bailey County Valve Stations
Red River Construction Co., Inc. (Bid 113729)
r. THIS IS TO CERTIFY THAT 1506 Capital Ave,. #200. Plano, T% (Name and Address of Insured) is. at
s the date of this certificate. Insured by this Company with respect to the business operations hereinafter described, for the
typed of insurance and in accordance with the provisions of the standard policies used by this company, the further
hereinafter described. Exceptions to standard policy noted hereon.
TYPE OF INSU CE
POLICY NUMBER
EFFECTIVE
EFFECTIVE
LIMITS
DATE
DATE
GENERAL UASIUTY
is Commercial General Liability
KK 09100312
7/1/96
9/2/97
GeneralA,ggregate S 2,000 000
0 Claims Made
Products-Comp/Op AGG i Z—�00
a Occurrence
Personal a Adv, Injury k _ 000.000
0 Owner's a Contractors Protective
Each Occurrence S 1.000.0
a
Fire Damage (Any one Fire) s^ 5g. goo
Mod Exp (Any one Person) i 5,000
AUTOMOTIVE L981UTY
It Any Avto
KK09100312-1
7/1/96
9/2/97
CombinedSing►eUmlti 12000,000
B M Owned Autos
Body Injury (Per Person) i
0 Scheduled Autos
SodTy Injury (Per Accident) S
® Hired Autos
Property Damage S
& Nan -Owned Autos
0
GARAGE L/AB/UTY
O Any Auto
Arlo Only - Each Accident S
0
Other than Auto Onl r.
Each Accident s
Aggregate 3
0 OtHLDER S RISK
0 1Do% or the Total Contract Price
i
0 INSTALLATION FLOATER
EXCESS UABIUTY
0 Umbrella Form
Each Occurrence :
Aggregate t
0 Other Than Umbrella Form
S
WORxERS COMPENSA IONAND
EMPLOYERS'UABILlTY
WVK 9100150
7/1/96
9/2/97
The Proprietor/ 19 Included
Statutory Limits
Partners/EuecuM 0 Excluded
Each Accident i 1,000,000
Omem are:
Disease Policy Umk S
Disease -Each Employee S
OTHER
City of Lubbock is recogaized
as Addit
onal Insurad
with reipect
to General and Automobile
Liability policies. All
policies coat
in a Waiver
of Subroiation
in favor of City of Lubbc
The above policies either in the body thereof or by appropriate end
canceled by the insurer in less than the legal time required after the
or cancellation, or in case there Is no legal requirement. In less than
FIVE COPIES OF THE CERTIFICATE OF INSURANCE
MUST BE SENT TO THE CITY OF LUBBOCK
r
orsement provide that they may not be changed or
insured has received written notice of such change
five days In advance of cancellation.
St. Paul Insurance C anies
-NaaLo_o` er
1-iliese
:A� h o
i dRepres n atrive
16
r" 12/19/96 13:52 FAX 214 978 6651 AHH-DALLAS TX. [J002/002
DEC, - 19' 9 6 (THU) 12:1I RED RIVER CONSTRUCT TEL:972 S78 1043 P,002
CITY OF LUBBOCK
INSURANCE REQUIREMENT AFFIDAVIT
To Be Completed by Appropriate Insurance Agent/Broker IPrior to Award of Contract
I, the undersigned Agent/Broker, certify that the insurance requirements contained in this bid document have
been reviewed by me with the below identified Contractor. If the below identified Contractor is awarded this
contract by the City of Lubbock, I will be able to, within ten (10) days after being notified of such award by
r contractor, furnish a valid insurance certificate to the City meeting all of the requirements defined in this
bid/proposal.
Jerry P. Rose
g nt (Sig a�ure) Agent (Print)
Name of Agent/Broker. A013 Risk Services of Texas, Inc.
Address of Agent/Broker..2200 Ross Avenue, Suite 1700
City/State/Zip: Dallas. Texas 75201
Agent/Broker Telephone Number. ( 214 ) 978 -6600
Date: December 19. 1996
PW
CONTRACTOR'S NAME: Red River Construction Co.
k ..- (Print or Type)
CONTRACTOR'S ADDRESS: 506 Capital Avenue. Suite'.200
L Ilano, Texas 75074
NOTE TO AGENT/BROKER
If this time requirement is not Oet, the City has the right to reject this bidiproposal and award the
contract to another contractorl If you have any questions concerning these requirements, please
contact the Purchasing Manager for the City of Lubbock at (806)767-2165.
BID 013729 -BAILEY COUNTY ALVE STATIONS
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CONTRACTOR CHECKLIST
A CONTRACTOR SHALL:
1 provide coverage for its employees rovidin services on aproject, for the duration of the project based
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on proper reporting of classification codes and payroll amounts and filling of any coverage agreements;
(2) provide a certificate of coverage showing workers' compensation coverage to the governmental entity
prior to beginning work on the project;
(3) provide the governmental entity, prior to the end of the coverage period, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the contractor's current certificate of
coverage ends during the duration of the project;
(4) obtain from each person providing services on a project, and provide to the governmental entity:
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(A) a certificate of coverage, prior to that person beginning work on the project, so the governmental
entity will have on file certificates of coverage showing coverage for all persons providing
services on the project; and
(B) no later than seven days after receipt by the contractor, a new certificate of coverage showing
�? extension of coverage, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(5) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter;
(6) notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after
the contractor knew or should have known, of any change that materially affects the provision of
coverage of any person providing services on the project;
m post a notice on each project site informing all persons providing services on the project that they are
required to be covered, and stating how a person may verify current coverage and report failure to
provide coverage. This notice does not satisfy other posting requirements imposed by the Act or other
commission rules. This notice must be printed in at least 19 point normal type, and shall be in both
English and Spanish and any other language common to the worker population. The text for the notices
shall be the following text provided by the commission on the sample notice, without any additional
words or changes:
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REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services related to this construction project must (see
reverse) be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering
' equipment and materials, or providing labor or transportation or other service related to the project, regardless of the
identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at (512)440- 3789 to receive information on the
legal requirement for coverage, to verify whether your employer has provided the required coverage, or
to report an employer's failure to provide coverage." and
(8) contractually require each person with whom it contracts to provide services on a project, to:
(A) provide coverage based on proper reporting of classification codes and payroll amounts and
filing of any coverage agreements for all of its employees providing services on the project, for
the duration of the project;
(B) provide a certificate of coverage to the contractor prior to that person beginning work on the
project;
(C) include in all contracts to provide services on the project the language in subsection (e) (3) of
this rule;
(D) provide the contractor, prior to the end of the coverage period, a new certificate of coverage _
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(E) obtain from each other person with whom it contracts, and provide to the contractor.
(i) a certificate of coverage, prior to the other person beginning work on the project; and
(ii) prior to the end of the coverage period, a new certificate of coverage showing extension of
the coverage period, if the coverage period shown on the current certificate of coverage ends
during the duration of the project;
(F) retain all required certificates of coverage on file for the duration of the project and for one year
thereafter,
(G) notify the governmental entity in writing by certified mail or personal delivery, within (ten) 10
days after the person knew or should have known, of any change that materially affects the
provision of coverage of any person providing services on the project; and
(H) contractually require each other person with whom it contracts, to perform as required by
paragraphs (A) - (H), with the certificate of coverage to be provided to the person for whom they
are providing services.0
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CONTRACT
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CONTRACT
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STATE OF TEXAS
COUNTY OF LUBBOCK
THIS AGREEMENT, made and entered Into this 12 day of December. 1996 by and between the City of
Lubbock, County of Lubbock, State of Texas, acting by and through David R. Langston, Mayor, thereunto authorized to
do so, hereinafter referred to as OWNER, and Red River Construction Company of the City of Plano, County of
Collin and the State of Texas 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
CONTRACTOR hereby agrees with OWNER to commence and complete the construction of certain Improvements
described as follows:
BID # 13729 - BAILEY COUNTY VALVE STATIONS - $369,900.00
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 performance of the contract in accordance
with the bid submitted therefore, subject to additions and deductions, as provided in the contract documents and to make
payment on account thereof as provided therein.
IN WITNESS WHEREOF, the parties to these presents have executed this agreement In Lubbock; Lubbock County,
Texas in the year and day first above written.
A T:
Secreta 0
APPROVED 6S TO CONTENT:
�- ees Representative
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Cit homey
ATTEST: .
Coorp1orat�e� Secretary
CITY OF LUB ON S (CIFUNNER)
MAYOR FIFAT T
CONTRACTOR:
RED RIVER CONSTRUCTION.Y'CQSUP kY
PRINTED NAME: Dean Porter 11,
TITLE: Chairman
COMPLETE ADDRESS:
Red River Construction Company
1506 Capital Ave., Suite 200
Plano, Texas 75074
GENERAL CONDITIONS OF THE AGREEMENT
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GENERAL CONDITIONS OF THE AGREEMENT
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: bled River Construction
t Company who has agreed to perform the work embraced in this contract, or to his or their legal representative.
r 3. OWNER'S REPRESENTATIVE
Whenever the word Owner's Representative or representative is used in this contract, It shall be understood as
referring to, City of Lubbock, under whose supervision these contract documents, including plans and
specifications, were prepared, and M_iKE MURPHY, CHIEF WATER UTILITIES ENGINEER, 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 persons acting on behalf of
the Contractor.
4. CONTRACT DOCUMENTS
The contract's documents shall consist of the Notice to Bidders, General Instructions to Bidders, Bid, Signed
Agreement, Statutory Bonds Of required, General Conditions of the Agreement, Special Conditions of the
Agreement Of 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
" irected " "Permitted," esi nated " "Required," " onsidered Necessary," "Prescribed " or
Whenever the words D D gC ssary, ,
,. words of like Import are used, it shall be understood that the direction, requirement, permission, order,
designation or prescription of the Owner's Representative Is intended; and similarly, the words "Approved,"
t "Acceptable," "Satisfactory," or words of like import shall mean approved by or acceptable or satisfactory to the
Owner's Representative.
6. SUBCONTRACTOR
The term Subcontractor, as employed herein, Includes only those having a direct contract with the Contractor for
performance of work on the project contemplated by these contract documents. Owner shall have no
responsibility to any Subcontractor employed by Contractor for performance of work on the project contemplated
by these contract documents, but said Subcontractors will look exclusively to Contractor for any payments due
f Subcontractor.
7. WRITTEN NOTICE
f Written notice shall be deemed to have been duly served If delivered in person to the individual or to a member
of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent certified mall to the
last business address known to him who gives the notice.
a. WORK
Unless otherwise stipulated, the Contractor shall provide and pay for all materials, supplies, machinery,
equipment, tools, superintendence, labor, insurance, and all water. light, power, fuel, transportation and all other
facilities necessary for the execution and completion of the work covered by the contract documents. Unless
otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality.
The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials
or work described In words which so applied have well known, technical or trade meaning shall be held to refer
such recognized standards.
All work shall be done and all materials furnished In strict conformity with the contract documents.
9. SUBSTANTIALLY COMPLETED
The term "Substantially Completed" is meant that the structure or project contemplated by the contract
documents has been made suitable for use or occupancy or the facility is In a condition to serve Its intended
purpose, but still may require minor miscellaneous work and adjustment.
10. LAYOUT
Except as specifically provided herein, the Contractor shall be responsible for laying out all work and shall
�^ accomplish this work in a manner acceptable to the Owner's Representative. The Owner's Representative will
E check the Contractor's layout of all major structures and any other layout work done by the Contractor at
Contractor's request, but this check does not relieve the Contractor of the responsibility of correctly locating all
work in accordance with the Plans and Specifications.
11. KEEPING OF PLANS AND SPECIFICATIONS ACCESSIBLE
The Contractor shall be furnished with one copies of all Plans, Profiles and Specifications without expense to him
and he shall keep one copy of same consistently accessible on the job site.
r. 12. RIGHT OF ENTRY
` The Owner's Representative may make periodic visits to the site to observe the progress of quality of the
executed work and to determine, in general, if the work is proceeding in accordance with the contract documents.
r He will not be required to make exhaustive or continuous onsite Inspections to check the quality or quantity of the
work, nor will he be responsible for the construction 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 onsite observations, he will keep the Owner informed of the progress of the work and will endeavor to
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 to
permit Owner's Representative to comply with this requirement, but such suspension will be as brief as practical
and Contractor shall be allowed 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.
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14. OWNER'S REPRESENTATIVE'S AUTHORITY AND DUTY
Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the Owner's
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 kinds of work 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 all cases,
r decide every question which may arise relative to the execution of this contract on the part of said Contractor.
The Owner's Representatives' estimates and findings shall be conditions precedent to the right to any action on
the contract, and to any rights of the Contractor to receive any money under this contract.
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.
15. SUPERINTENDENCE AND INSPECTION
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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 therefore. 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
F" 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.
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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
representatives 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 exclusive charge and control of the
Contractor and all risk in connection therewith shall be bome 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.
17. CONTRACTOR'S UNDERSTANDING
It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and
location of the work, the confirmation 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
r 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 contained.
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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, unfaithful, 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 this contract where it is not otherwise specifically provided that Owner shall furnish same, and y
it is also understood that Owner shall not be held responsible 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 structure shall at
all times be maintained in a manner satisfactory to the Owner's Representative.
20. SANITATION
Necessary sanitary conveniences for the use of laborers on the work site, properly secluded from public
observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall
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 contract 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 manufactured at a location
where it is not convenient for Owner or Owner's Representative to make observations of such work or require
testing of said work, then in such event Owner or Owner's Representative may require Contractor to furnish
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. 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 Representative, 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 bome 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.
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Neither observations by the Owner or Owner's Representative, nor inspections, tests, or approvals made by
t^ Owner, Owner's Representative, or other persons authorized under this agreement to make such inspections,
J 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
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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 Owners' Representative as unsuitable or not
in conformity with plans, specification and contract documents, the Contractor shall, after receipt of written notice
thereof from the Owner's 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 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,
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 of the work to be done, they shall not constitute the basis for
a claim for damages, or anticipated profits on the work that may be dispensed with. If they increase the amount
of work, and the increased work can fairly be classified under the specifications, such increase shall be paid
according to the 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 as shall make useless any work already done or material already furnished or used 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 actual expenses incurred in preparation for the work as originally
planned.
24. EXTRA WORK
The term "extra work" as used in this contract shall be understood to mean and include all work that may be
required by the Owner or Owner's Representative to be done by the Contractor to accomplish any change,
alteration or addition to the work as shown on the plans and specifications or contract documents and not
covered by Contractor's bid, except as provided under Changes and Alterations herein.
It is agreed that the Contractor shall perform all extra work under the direction of the Owner's Representative
t- when presented with a written work order signed by the Owner's Representative; subject, however, to the right of
the Contractor to require written confirmation of such extra work order by the Owner. It is also agreed that the
t compensation to be paid to the Contractor for performing said extra work shall be determined by 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 agreed upon before the extra work is
commenced, then the Contractor shall be paid the actual field cost of the work, plus
fifteen (15%) percent.
r In the event said extra work be performed and paid for 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, such as foremen,
timekeepers, mechanics and laborers, materials, supplies, teams, trucks, rentals on machinery and equipment,
raw for the time actually employed 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 Bonds, Public Liability and Property Damage and Workers' Compensation and all
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other insurances as may be required by law or ordinances or directed by the Owner or Owner's Representative,
or by them agreed to. Owner's Representative may direct the form in which accounts of the actual field cost
shall, be kept and records of these accounts shall be made available to the Owner's Representative. The Owner's
Representative may also specify in writing, before the work commences, the method of doing the work and the
type and kind of machinery 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 equipment shall be
determined by using 100%, unless otherwise specified, of the latest Schedule of Equipment and Ownership
Expenses adopted 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 percent
(15%) of the actual field cost 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
maintained 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 Owner's Representative. In case
any orders or instructions appear to the Contractor to involve extra work for which he should receive
compensation or an adjustment in the construction time, he shall make written request to the Owner's
Representative for a written order 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 therefore, and the Owner's Representative insists
upon its performance, the Contractor shall proceed with the work after making written request for written order
and shall keep adequate and accurate account of the actual field cost thereof, as provided under Method (C).
The Contractor will thereby preserve the right to 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 contract that all work described in the bid, the specifications, plans
and other contract documents, is to be done for the prices quoted by the Contractor and that such price shall
include all appurtenances necessary to complete the work in accordance 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, he should notify the Owners' 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 understands the work to be included
and has provided sufficient sums in his bid to complete the work in accordance with these plans and
specifications. It is further understood that any request for clarification must be submitted no later than five days
prior to the opening 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 required 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.
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.
27. PROTECTION AGAINST ACCIDENT TO EMPLOYEES AND THE PUBLIC
The Contractor shall take out and procure a policy or policies of Workers' Compensation Insurance with an
insurance company licensed to transact business in the State of Texas, which policy shall comply with the
Workers' 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 comply 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 where 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.
f The safety precautions taken shall be the sole responsibility of the Contractor, in his sole discretion as an
Independent Contractor; inclusion of this paragraph in the Agreement, as well as any notice which may be given
r by the Owners or 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
i of duty to supervise safety precautions by either the Contractor or any of his subcontractors.
28. CONTRACTOR'S INSURANCE
The Contractor shall not commence work under this contract until he has obtained all insurance as required in the
General Conditions of the contract 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 Contractor shall procure and carry at his sole cost and expense through the life of this contract, insurance
protection as hereinafter specified. Coverage in excess of that specified herein also shall be acceptable. Such
insurance shall be carried with an insurance company authorized to transact business in the State of Texas and
shall cover all operations in connection with this contract, whether performed by the Contractor or a
subcontractor, or separate policies shall be provided covering the operation of each subcontractor. A certificate
of insurance specifying each and all coverages shall be submitted prior to contract execution.
The insurance certificates furnished shall name the City as an additional insured, 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. It shall be the contractors responsibility to provide to the owner all
proof of coverage insurance documents including workers compensation coverage for each
subcontractor.
A. Comprehensive General Liability Insurance
The contractor shall have Comprehensive General Liability Insurance with limits of $1.000.000
Combined Single Limit in the aggregate and per occurrence to include:
Premises and Operations
Explosion & Collapse Hazard
Underground Damage Hazard
Products & Completed Operations Hazard
Contractual Liability
Independent Contractors Coverage
Personal Injury
Advertising Injury
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B. Owner's Protective or Contingent Public Liability Insurance and Property Damage Liability Insurance
For bodily injuries, including accidental death and or property damage, $1,000,000 Combined Single
Limit. This policy shall be submitted prior to contract execution.
C. Comprehensive Automobile Liability Insurance
The Contractor shall have Comprehensive Automobile Liability Insurance with limits of not less than;
Bodily Injury/Property Damage, $500,000 Combined Single Limit,
to include all owned and nonowned cars including: Employers Nonownership Liability Hired and
Nonowned Vehicles. The City is to be named as an additional insured on this policy for this specific job
and copy of the endorsement doing so is to be attached to the Certificate of Insurance.
D. Installation Floater Insurance Policy
The Contractor shall obtain a Installation Floater Insurance policy in the amount of 100% of the total
contract price (100% of potential loss) naming the City of Lubbock as insured.
E. Umbrella Liability Insurance
The Contractor shall have Umbrella Liability Insurance in the amount of $0.00 on all contracts with
coverage to correspond with Comprehensive General Liability and Comprehensive Automobile Liability
coverages.
F. Worker's Compensation and Employers Liability Insurance
Worker's Compensation Insurance covering all employees whether employed by the Contractor or any
Subcontractor on the job with Employers Liability of at least $500,000.
1. Definitions:
Certificate of coverage C'certifrcate") - A copy of a certificate of insurance, a certificate of
authority to self -insure issued by the commission, or a coverage agreement (TWCC-81, 7WCC-
82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for
the person's or entity's employees providing services on a project, for the duration of the project.
Duration of the project - includes the time from the beginning of the work on the project until the
contractor's/person's work on the project has been completed and accepted by the governmental
entity.
Persons providing services on the project ("subcontractor" in ❑
entities performing all or part of the services the contractor has undertaken to perform on the
project, regardless of whether that person contracted directly with the contractor and regardless
of whether that person has employees. This includes, without limitation, independent
contractors, subcontractors, leasing companies, motor carriers, owner -operators, employees of
any such entity, or employees of any entity which furnishes persons to provide services on the
project. "Services" include, without limitation, providing, hauling, or delivering equipment or
materials, or providing labor, transportation, or other service related to a project. "Services"
does not include activities unrelated to the project, such as food/beverage vendors, office supply
deliveries, and delivery of portable toilets.
2. The contractor shall provide coverage, based on proper reporting of classification codes and
payroll amounts and filing of any coverage agreements, which meets the statutory requirements
of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services
on the project, for the duration of the project.
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3. The Contractor must provide a certificate of coverage to the governmental entity prior to being
awarded the contract.
4. If the coverage period shown on the contractor's current certificate of coverage ends during the
duration of the project, the contractor must, prior to the end of the coverage period, file a new
certificate of coverage with the governmental entity showing that coverage has been extended.
5. The contractor shall obtain from each person providing services on the project, and provide to
the governmental entity:
(a) a certificate of coverage, prior to that person beginning work on the project, so the
governmental entity will have on file certificates of coverage showing coverage for all
persons providing services on the project; and
(b) no later than seven days after receipt by the contractor, a new certificate of coverage
showing extension of coverage, if the coverage period shown on the current certificate of
coverage ends during the duration of the project.
6 The contractor shall retain all required certificates of coverage for the duration of the project and
for one year thereafter.
7. The contractor shall notify the governmental entity in writing by certified mail or personal
delivery, within 10 days after the contractor knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on the project.
8. The contractor shall post on each project site a notice, in the text, form and manner prescribed
by the Texas Workers' Compensation Commission, informing all persons providing services on
the project that they are required to be covered, and stating how a person may verify coverage
and report lack of coverage.
9. The contractor shall contractually require each person with whom it contracts to provide services
on the project, to:
(a) provide coverage, based on proper reporting of classification codes and payroll amounts
and filing of any coverage agreements, which meets the statutory requirements of Texas
Labor Code, Section 401.011(44) for all of its employees providing services on the
project, for the duration of the project;
(b) provide to the contractor, prior to that person beginning work on the project, a certificate
of coverage showing that coverage is being provided for all employees of the person
providing services on the project, for the duration of the project;
(c) provide the contractor, prior to the end of the coverage period, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the current
certificate of coverage ends during the duration of the project;
(d) obtain from each other person with whom it contracts, and provide to the contractor.
(1) a certificate of coverage, prior to the other person beginning work on the project;
and
(2) a new certificate of coverage showing extension of coverage, prior to the end of
the coverage period, if the coverage period shown on the current certificate of
coverage ends during the duration of the project;
(e) retain all required certificates of coverage on file for the duration of the project and for
one year thereafter,
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the person knew or should have known, of any change that materially affects
the provision of coverage of any person providing services on the project; and
(g) contractually require each person with whom it contracts to perform as required by
paragraphs (1) - (7), with the certificates of coverage to be provided to the person for
whom they are providing services.
10. By signing this contract or providing or causing to be provided a certificate of coverage, the
contractor is representing to the governmental entity that all employees of the contractor who will --
provide services on the project will be covered by worker's compensation coverage for the
duration of the project, that the coverage will be based on proper reporting of classification codes
and payroll amounts, and that all coverage agreements will be filed with the appropriate
insurance carrier or, in the case of a self -insured, with the commission's Division of Self -
Insurance Regulation. Providing false or misleading information may subject the contractor to
administrative penalties, criminal penalties, civil penalties, or other civil actions.
11. The contractor's failure to comply with any of these provisions is a breach of contract by the
contractor which entitles the governmental entity to declare the contract void if the contractor
does not remedy the breach within ten days after receipt of notice of breach from the _
governmental entity.
G. Proof of Coverage
Before work on this contract is commenced, each Contractor and subcontractor shall submit to the
Owner for approval five Certificates 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 bome by
such certificate.
(4) The expiration date of the policy and the limit or limits of liability thereunder on the date bome by
such certificate.
(5) A provision that the policy may be canceled only by mailing written notice to the named insured
at the address shown in the bid specifications.
(6) A provision that written notice shall be given to the City ten days prior to any change in or
cancellation of the policies shown on the certificate.
(7) The certificate or certificates shall be on the form (or identical copies thereof) contained in the
job specifications. No substitute of nor amendment thereto will be acceptable.
(8) If policy limits are paid, new policy must be secured for new coverage to complete project.
(9) A Contractor shall:
(a) provide coverage for its employees providing services on a project, for the duration of
the project based on proper reporting of classification codes and payroll amounts and
filling of any coverage agreements;
(b) provide a certificate of coverage showing workers' compensation coverage to the
governmental entity prior to beginning work on the project;
(c) provide the governmental entity, prior to the end of the coverage period, a new
certificate of coverage showing extension of coverage, if the coverage period shown on
the contractor's current certificate of coverage ends during the duration of the project;
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(d) obtain from each person providing services on a project, and provide to the
governmental entity:
(i) a certificate of coverage, prior to that person beginning work on the project, so
the governmental entity will have on file certificates of coverage showing
coverage for all persons providing services on the project; and
(ii) no later than seven days after receipt by the contractor, a new certificate of
coverage showing extension of coverage, if the coverage period shown on the
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current certificate of coverage ends during the duration of the project;
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(e) retain all required certificates of coverage on file for the duration of the project and for
one year thereafter,
(f) notify the governmental entity in writing by certified mail or personal delivery, within 10
days after the contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on the project;
(g) post a notice on each project site informing all persons providing services on the project
that they are required to be covered, and stating how a person may verify current
coverage and report failure to provide coverage. This notice does not satisfy other
posting requirements imposed by the Act or other commission rules. This notice must
be printed in at least 19 point normal type, and shall be in both English and Spanish and
any other language common to the worker population. The text for the notices shall be
the following text provided by the commission on the sample notice, without any
additional words or changes:
REQUIRED WORKERS' COMPENSATION COVERAGE
"The law requires that each person working on this site or providing services
related to this construction project must be covered by workers' compensation
Insurance. This Includes persons providing, hauling, or delivering equipment and
materials, or providing labor or transportation or other service related to the
project, regardless of the Identity of their employer or status as an employee."
"Call the Texas Workers' Compensation Commission at 5IV440-3789 to receive
Information on the legal requirement for coverage, to verify whether your
employer has provided the required coverage, or to report an employer's failure to
provide coverage." and
(h) contractually require each person with whom it contracts to provide services on a project,
to:
(i) provide coverage based on proper reporting of classification codes and payroll
amounts and filing of any coverage agreements for all of its employees
providing services on the project, for the duration of the project;
(ii) provide a certificate of coverage to the contractor prior to that person beginning
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` work on the project;
(iii) include in all contracts to provide services on the project the language in
subsection (e) (3) of this rule;
(iv) provide the contractor, prior to the end of the coverage period, a new certificate
of coverage showing extension of coverage, if the coverage period shown on the
current certificate of coverage ends during the duration of the project;
(v) obtain from each other person with whom it contracts, and provide to the
contractor:
(1) a certificate of coverage, prior to the other person beginning work on the
project; and
(2) prior to the end of the coverage period, a new certificate of coverage
showing extension of the coverage period, if the coverage period shown
on the current certificate of coverage ends during the duration of the
project;
(vi) retain all required certificates of coverage on file for the duration of the project
and for one year thereafter;
(vii) notify the governmental entity in writing by certified mail or personal delivery,
within 10 days after the person knew or should have known, of any change that
materially affects the provision of coverage of any person providing services on
the project; and
(viii) contractually require each other person with whom it contracts, to perform as
required by paragraphs (A) - (H), with the certificate of coverage to be provided
to the person for whom they are providing services.
29. DISABLED EMPLOYEES
Contractors having more than 15 employees agree to comply with the Americans with Disabilities Act of 1990,
and agree not to discriminate against a qualified individual with a disability because of the disability of such
individual in regard to job application procedures, the hiring, advancement, or discharge of employees, employee
compensation, job training, and other terms, conditions, and privileges of employment.
30. PROTECTION AGAINST CLAIMS OF SUBCONTRACTORS LABORERS MATERIALM�-N AND
FURNISHERS OF MACHINERY, EQUIPMENT AND SUPPLIES
The Contractor agrees that he will indemnify and save the Owner harmless from all claims growing out of any
demands of subcontractors, laborers, workmen, 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 indebtedness 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.
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31. PROTECTION AGAINST ROYALTIES OR PATENT INVENTION
r The contractor shall pay all royalties and license fees, and shall provide 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 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
i 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 specified 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.
32. LAWS AND ORDINANCES
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The Contractor shall at all times observe and comply 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 Contractor observes that the plans and specifications are at variance
r therewith, he shall promptly notify the Owners' Representative in writing and any necessary 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.
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
r„ may enter into contracts, shall be controlling, and shall be considered as part of this contract to the same effect
as though embodied herein.
33. ASSIGNMENT AND SUBLETTING
I 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.
34. 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 embraced in this
contract shall be commenced on a date to be specified in the 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 $500.00 (FIVE HUNDRED DOLLARS) PER DAY, not as, a penalty, but as liquidated
damages for the breach of the contract as herein set forth for each and every calendar day that the Contractor
shall be in default after the time stipulated for completing 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 reasonable time for the completion of the same, taking into
consideration the average climatic change and conditions and usual industrial conditions prevailing in this
locality.
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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 Owner 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.
35. 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 bid; provided,
also, that when the Owner is having other work done, either by contract or by his own force, the Owners
Representative 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 Owners Representative,
schedules which shall show the order in which the Contractor intends 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.
36. EXTENSION OF TIME
The Contractor agrees that he has submitted his bid in full recognition 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, Owners Representative, employees of the Owner or other contractors
employed by the owner, or by changes ordered in the work, or by strike, walkouts, 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 Owners 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 consider such written request and respond to
Contractor in writing granting or rejecting the request for an extension of time to complete the project.
37. HINDRANCE AND DELAYS
In executing the contract agreement, the Contractor agrees that in undertaking 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 Owner or Owners Representative for
the Owners convenience, in which event, such expense as in the judgment of the Owners Representative that is
caused by such stoppage shall be paid by Owner to Contractor.
38. 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 all work to be done and material
to be furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done
and material to be furnished under this contract, they are approximate and are to be used only as a basis for
estimating the probable cost of the work and for comparing their bids 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
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somewhat from these estimates, and that where the basis for 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.
39. 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 Owner 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 contract, but such
indemnity shall not apply to any claim of any kind arising out of the existence or character of the work.
40. 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
specifications and stipulations herein contained, the Owner agrees to pay the Contractor the price set forth in the
' bid 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, the attached specifications, plans, contract documents and requirements of Owner's
Representative.
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t 41. PAYMENTS
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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
r" with the work. Before final payment is made, Contractor shall satisfy Owner, by affidavit 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.
42. PARTIAL PAYMENTS
r On or before the tenth day of each month, the Contractor shall submit to Owner's Representative an application
for partial payment. Owner's Representative 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 certificate 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 the value of all sound materials delivered on site of
the work that are to be fabricated into the work.
f— 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 pay a reasonable and equitable portion of the retained percentage
t• due Contractor.
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43. FINAL COMPLETION AND ACCEPTANCE
Within thirty-one (31) days after the Contractor has given the Owner's Representative written notice that the work
has been completed or substantially completed, the Owner's Representative and the Owner shall inspect the
work and within said time, if the work be found to be completed or substantially completed 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.
44. FINAL PAYMENT
Upon the issuance of the certificate of completion, the Owner's Representative shall proceed to make final
measurement and prepare a final statement 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 or before the
31 st 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 performance 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.
45. CORRECTION OF WORK BEFORE FINAL PAYMENT FOR WORK
Contractor shall promptly remove from Owners' premises all materials condemned 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 remove 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 Contractor's expense.
46. CORRECTION OF WORK AFTER FINAL PAYMENT
Neither the final payment nor certificate nor any provision 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 appear within a period of one (1) year from the date of
substantial completion. The Owner or the Owner's Representative shall give notice of observed defects with
reasonable promptness.
47. PAYMENT WITHHELD
The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any
certificate to such extent as may be necessary to protect himself from loss on account of.
(a) Defective work not remedied.
(b) Claims filed or reasonable evidence indicating possible filing of claims.
(c) Failure of the Contractor to make payments promptly to subcontractors or for materials or labor.
(d) Damage to another contractor.
When the above grounds are removed, or the Contractor provides 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.
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48. 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
Representative has given any directions, order or instruction to which the Contractor desires to take exception.
The Owners' 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 Representative, any demand
? for arbitration shall be filed with the Owner's Representative and the Owner in writing within ten (10) days after
the date of deliveryto Contractor of the final decision of the Owner's Representative. It is further agreed that
1•- 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.
49. ABANDONMENT BY CONTRACTOR
In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written
notification from the Owner or the Owner's Representative, or if the Contractor fails to comply with the orders of
the Owner's Representative, when such orders are consistent with this contract, this Agreement, or the
Specifications hereto attached, then the Surety on the bond shall be notified in writing and directed to complete
the work and a copy of said notice shall be delivered to the Contractor.
After receiving said notice of abandonment, the Contractor shall not remove from the work any machinery,
equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment
under the contract for work, may be held for use on the work by the 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 therefore
(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 ultimately reduce 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 after service of such notice, then the Owner may provide for completion of the work in either
of the following elective manners:
(a) The Owner may employ such force of men and use of machinery, equipment, tools, materials and
supplies as said Owner may deem necessary to complete the work and charge the expense of such
a labor, machinery, equipment, tools, materials and supplies to said Contractor, and the expense so
I charged shall be deducted and paid by the Owner out of such moneys as may be due; or that may
thereafter at any time 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 payable under this contract, if the same had been
t completed by the Contractor, then said Contractor shall receive the difference. In case such expense is
greater than the sum which would have been payable under this contract, 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 Owner, or
(b) The Owner, under sealed bids, after notice published as required bylaw, at least twice in a newspaper
having a general circulation in the County of location of the work, may let the contract for the completion
of the work under substantially the same terms and conditions which are provided in this contract. In
case of any increase in cost to the Owner under the new contract as compared to what would have been
the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and
remain bound therefore. However, should the cost to complete any such new contract prove to be less
than that which would have been the cost to complete the work under this contract, the Contractor or his
Surety shall be credited therewith. .
! When the work shall have been substantially completed, the Contractor 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 by 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 30 days after the date
of certificate of completion.
In the event the statement of accounts shows that the cost to complete 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, equipment, 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 •jobsite and belong to persons other than the Contractor 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 estimate of 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 bid, 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
cover the cost of any provisions made by the Contractor to carry the whole work to 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 will be required to furnish a performance bond in accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds
$100,000 and the successful bidder will be required to furnish a payment bond in accordance with Chapter 2253,
Government Code, in the amount of 100% of the total contract price in the event that said contract price exceeds
$25,000. 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 it is further agreed that this
contract shall not be in effect until such bonds are so furnished.
52. SPECIAL CONDITIONS
In the event special conditions are contained herein as part of the contract documents and said special
conditions conflict with any of the general conditions contained in this contract, then 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 to be
done, or from the action of the elements, or from any unforeseen circumstance and the prosecution of the same,
j
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or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be
sustained and bome by the Contractor at his own cost and expense.
r54. INDEPENDENT CONTRACTOR
Contractor is, and shall remain, an independent contractor with full, complete and exclusive power and authority
r'1 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 during 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 not 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 Owner's
' Representative or to the Contractor's own employees or to any other person, firm, or corporation.
55. CLEANING UP
r
The Contractor shall at all times keep the premises free from accumulation of debris caused by the work, and at
�• the completion of the work he shall remove all such debris and also his tools, scaffolding, and surplus materials
and shall leave the work room clean or its equivalent. The work shall be left in good order and condition. In case
of dispute Owner may remove the debris and charge the cost to the Contractor.
CURRENT WAGE DETERMINATIONS
1\ C J V 1 LL L 1 V /1 .� V• Jar a
March 14, 1996
Item #19
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C
WHEREAS, the City Council has heretofore established the general prevailing rate of
per diem wages for each craft or type of workmen or mechanics needed to execute public
works contracts for the City of Lubbock in accordance with the provisions of Vernon's
Ann.Civ.St., Art. 5159a; and
WHEREAS, such wage rates were established by Resolution No. 719 enacted February
12, 1981, updated by Resolution No. 1590 enacted February 23, 1984, and further updated by
Resolution No. 2502 enacted January 8, 1987; and
WHEREAS, such rates need to be updated at the present time in order to reflect the
current prevailing rate of per diem wages; NOW THEREFORE:
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LUBBOCK:
THAT the general prevailing rate of per diem wages for public works contracts shall be
as set forth in the following named exhibits, which exhibits shall be attached hereto and made
a part hereof for all intents and purposes:
Exhibit A:
Building Construction Trades
Exhibit B:
Paving and Highway Construction
Exhibit C.
Overtime Rate
Exhibit D:
Weekend and Holiday Rate
Such wage rates are hereby found and declared to be the general prevailing rate of per diem
wages in all localities where public works are undertaken on behalf of the City of Lubbock and
such wage rates shall be included in all public works contracts as provided by law.
Passed by the City Council this 14th
ATTEST:
&-A—'aav-e-j—
Betty M. J nson, City Secretary
APPROVED AS TO CONTENT:
Mary AndrYws, Managing Director of
Human Resources
APPROVED AS TO FORM:
a old Willard, Assistant City Attorney
HW:da/ccdocs/pubworks.res
February 14, 1996
7
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r"-: I I :may IT:1
City of Lubbock
Building Construction Trades
Prevailing Rates
Craft
dourly Rate
Acoustical Ceiling Installer
10.00
Air Conditioner Installer
11.00
Air Conditioner Installer -Helper
5.50
Asbestos Worker
8.00
Asbestos Supervisor
11.00
Bricklayer
11.00
Bricklayer -Helper
6.00
Carpenter
11.00
Carpenter -Helper
6.00
Cement Finisher
7.50
Drywall Hanger
10.00
Electrician
13.00
Electrician -Helper
6.00
Equipment Operator -Heavy
8.50
Equipment Operator -Light
7.50
Floor Installer
8.50
Glazier
8.00
Insulator-Piping/Boiler
9.00
Insulator -Helper
5.50
Iron Worker
8•00
Laborer -General
5.50
Mortar Mixer
5.50
Painter
9.50
Plumber
10.50
Plumber -Helper
6.00
Roofer
8.00
Roofer -Helper
5.50
Sheet Metal Worker
8.75
Sheet Metal Worker -Helper
5.50
Welder -Certified
10.00
EXHIBIT B
Paving and Highway Construction
Prevailing Wage Rates
Craft Ho j& Rate
Asphalt Heaterman
6.00
Asphalt Shoveler
5.50
Concrete F'wisher
7.35
Concrete Finisher -Helper
5.75
Electrician
10.50
Flagger
5.50
Form Setter
6.50
Form Setter -Helper
5.50
Laborer -General
5.50 ,
Laborer -Utility
6.25
Mechanic
7.25
Mechanic -Helper
5.50
Power Equipment Operators
Asphalt Paving Machine
7.00
Bulldozer
7•00
Concrete Paving Machine
.50
Front End Loader
6
6.50
Heavy Equipment Operator
7•00
Light Equipment Operator
6.50
Motor Grader Operator
8.50
Roller
6.00
Scraper
6.50
Tractor
6.50
Truck Driver -Light
6.00
Truck Driver -Heavy
6.50
7
7
I
EXHIBIT C
Prevailing Wage Rates
Overtime Rate
The rate for overtime (in excess of forty hours per week) is 1 1/2 times base rate.
EXHIBIT D
Prevailing Wage Rates
Weekend and Holiday Rate
The rate for weekend and holiday is 1 1/2 times base rate.
SPECIFICATIONS
City of Lubbock
Water Utilities Engineering
Technical Specifications
For
Bailey County Valve Stations
Prepared by
Lubbock Water Utility Engineering
,I
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CITY OF LUBBOCK
BAILEY COUNTY VALVE STATIONS
II
TABLE OF CONTENTS
SECTION
DESCRIPTION
01010
Summary of Work
01019
Contract Considerations
01039
Coordination and Meetings
01300
Submittals
01400
Quality Control
a
01500
Construction Facilities and Temporary Controls
01700
Contract Closeout
r
02223
Backfilling
l
03100
Concrete Formwork
03200
Concrete Reinforcement
03300
Cast -In -Place Concrete
13500
Programmable Logic Controllers
F
. L
01010 - 1
SECTION 01010
SUMMARY OF WORK
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Contract Description.
B. Work to be performed on this Contract.
C. Owner and Contractor Responsibilities.
D. Contractor use of site.
1.2 CONTRACT DESCRIPTION
A. The water supply from Bailey County is controlled by three valve stations located along
the north right-of-way of U.S. 84:
i. Amherst, which is. approximately 44 miles from Lubbock.
ii. Littlefield, which is approximately 3 8 miles from Lubbock.
iii. Shallowater, which is approximately 10 miles from Lubbock.
The control valve station for Pump Station No. 4 is located at 600 Municipal Drive .
B. At each of these valve stations, there is a main line wye on the 42 inch line that distribute
the flow into 12 inch, 18 inch, and 30 inch. On each of these lines there are two existing
gate valves that are used as isolation valves for the solenoid operated control valves.
C. The 12 inch, 18 inch and 30 inch valves are housed in a reinforced concrete valve box.
The lid of the valve box is approximately 6 to 8 feet in depth. The dimensions of each of
the valve boxes are shown on the plans. The existing valves and fittings are Class 100
and they are to be replaced with new Class 150 valves as provided by the City.
D. The existing concrete vaults of the three valve stations along U.S. 84 shall be demolished
and shall be replaced by a new concrete vault constructed according to the plans. The
concrete vault at Pump Station No 4 shall remain the same. Contractor shall
rehabilitate any damage to the concrete vault as a result of working in and around
the vault.
E. The gate valves are manufactured by Clow and the control valve is a throttling solenoid
and relief valves as manufactured by Golden Anderson.
F. Contract Time for the entire project will be 160 days from the Notice To Proceed
and the liquidated damages will be $500.00 per day. At the Owner's request due
to emergency or the unusual demand of water, this project may be suspended in
the late winter of 1997 and will resume in November of 1997. The contractor will
be provided with additional number of days for mobilization.
7 City Of Lubbock, Bailey County Valve Stations
01010 - 2
1.3 WORK TO BE PERFORMED ON THIS CONTRACT
A. The Owner will award a contract for the work described in this contract which will
commence on the day of the Notice to Proceed. The Owner will provide the following
valves located at 6001 North Guava Avenue, Lubbock, Texas:
1. 3 - 30 inch Control Valves.
2. 4 - 18 inch Control Valves.
3. 4 - 12 inch Control Valves.
4. 6 - 30 inch Gate Valves.
5. 8 - 18 inch Gate Valves.
6. 8 - 12 inch Gate Valves.
B. Work under this contract includes:
1. Provide temporary controls and barriers according to the Texas Manual on
Uniform Traffic Control Devices for Streets and Highways - Part 1V Traffic —
Controls for Street and Highway Construction and Maintenance Operations,
1980 Publication or the latest publication.
2. All excavation and removal of earth from and around the wall of the concrete
vault and installation of embankment protection shall conform with the
Occupational Safety Housing Act (OSHA) for the excavated areas. —
3. Remove the existing pump and pressure tank at each site temporary and reinstalled
them after the construction of the new vault.
4. Remove all existing gate and control valves from the existing vault and disposed
them to the nearest landfill. Remove all the fittings and all the pipes upstream and
downstream of the gates valves. —
5. Demolish, remove, and dispose each concrete vault, existing gravel and displaced
earth at the nearest landfill.
6. Prepare the site and construct reinforced concrete valve support footing as shown
on the plans. The concrete pads shall rest on the natural earth or backfill and
compacted and not on the gravel.
7. Transport the new valves from the Water Treatment Plant located at 6001 North
Guava Ave., Lubbock, to each individual construction site. Install all the new
valves according the plans.
8. Provide and install new 12", 18" and 30" Class 150 pipes to connect from the first
flanged fittings upstream of the valve stations. Provide and install new pipes to "-
connect to the existing bell of the SCRC pipes downstream of the gate valves and
outside of the existing concrete vaults. All pipes inside the proposed concrete
vaults shall new Class 150 SCRC or coated Ductile Iron Pipe. —
9. Provide a dresser coupling next to each of the control valve at each site. A total of
3 - 30 inch, 4 - 18 inch and 4 - 12 inch. This is not shown on the plans.
10. Concrete valve supports are to be poured after the valves are in place and the
connecting rebars from the its concrete valve support footing has been cleaned.
City Of Lubbock, Bailey County Valve Stations
01010 - 3
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11. Construct the concrete vaults with inside dimensions of 15' wide by 20' long by 9'
high, walls, ceiling - roof slab, entrance with 3' x 3' single leaf aluminum door,
valve support footing, columns, beams, and footing according to the plans for the
I three proposed concrete vault along the US 84 highway. Provide at least two foot
deep of gravel at each vault with gravel size of approximately 1 to 1.5 inches.
12. The new control valves shall be operated by the Programmable Logic Controller
(PLC). The PLC shall be installed in a microwave shed near the location of each
vault. The Contractor shall retain an Electrical Engineer registered as Professional
Engineer in the State of Texas to perform the following work:
i. Write the program and install for the PLC according to the specifications in
Section 13600.
ii. Design the power requirement, wiring between the power source,
microwave shed and concrete valve vaults, and connections according to the
City of Lubbock Electrical Code and National Electrical Code.
iii. Design the control wiring according to the manufacturer's recommendation
and the operational requirements of the PLC as delineated in Section 13600.
13. Provide all the wiring for control, discrete, and electrical for each site. Provide
three - 2 inch conduits at each site for control and discrete wiring, and one new
conduit for electrical wiring for each site. In each of the conduit pull 3 additional
strings for future use. All three 2 inch conduits shall be placed together in a 10
smooth steel conduit for highway and rail road crossing. The smooth steel conduit
shall be of minimum gage as required by the highway department and railroad
authority.
14. Perform bore at the following locations:
a. At Amherst and at Littlefield - perform 100 feet of 10 inch dry bore with
smooth steel conduit as casing under the railroad track according to
requirements of authorities of the Railroad. No wet bore will be allowed
inside the rail road right-of-way.
b. At Shallowater - perform 400 feet of 10 inch wet bore with smooth conduit
as casing.
15. All conduit inside the concrete vaults shall be PVC coated to insure long
operational life of the conduit.
1.4 OWNER AND CONTRACTOR RESPONSIBILITY
A. Owner's Responsibilities:
1. Notify the Contractor the locations where the valves are and the Contractor will
load and deliver them to the valves stations.
B. Contractor's Responsibilities:
1. Retain an Electrical Engineer in the registered in the State of Texas to design the
power connections, electrical wiring, control and discrete wiring.
2. Provide the program for the PLC that will perform according to the requirements
of the specifications in Section 13500 - Programmable Logic Controllers.
2. Review Owner reviewed submittals.
3. Load, transport, and unload all the valves to the valve stations.
4. Handle the valves with care and store the valves in a secured place. Any damage
or theft to the valves during loading, transportation, unloading and storage of the
City Of Lubbock, Bailey County Valve Stations
01010 - 4
valves will be the responsibilities of the Contractor. Repair or replace any
damaged to valves.
5. Notify the Texas Department of Transportation before performing any excavation
work. Contact all utilities to locate their lines before performing any excavation
work.
6. Notify the Railroad authority before performing any dry bore. No wet bore will
be allowed under the rail road right-of-way.
1.5 CONTRACTOR USE OF SITE
A. Access to Site: Limited to the Contractor and the Owner's Representatives.
B. Work shall be performed from 8 a.m. to 5 p.m. in the afternoon.
C. Notify the Owner in writing 3 days in advance for approval to perform work after
5 p.m. on weekdays, or to work on the weekends and or holidays.
1.6 WORK SEQUENCE
A. Construct Work at one valve station at a time. Commence with the replacement of the
following valve stations:
1. Amherst.
2. Littlefield.
3. Shallowater.
4. Pump Station No.4.
The control valves must be fully operational before the next station is taken out of
service.
B. Cooperate with Owner to minimize downtime of the line.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION
City Of Lubbock, Bailey County Valve Stations
i
01019-1
SECTION 01019
6 -
CONTRACT CONSIDERATIONS
r
PART 1 GENERAL
r' 1.1 SECTION INCLUDES
't
A. Schedule of values.
r
B. Application for payment.
E C. Change procedures.
D. Measurement and payment - lump sum.
1.2 SCHEDULE OF VALUES
,^ A. Submit a printed schedule on AIA Form G703 - Application and Certificate for Payment
Continuation Sheet or contractor's standard form or electronic media printout will be
considered.
B. Submit Schedule of Values in duplicate within 15 days after date established in Notice to
Proceed.
C. Format: Identify each line item with number and title of the major specification Section.
i
t;
D. Include separately from each line item, a direct proportional amount of Contractor's
•^ overhead and profit.
E. Revise schedule to list approved Change Orders, with each Application For Payment.
1.3
APPLICATIONS FOR PAYMENT
A.
On the 28th day of each month, prior to submitting the application for payment, meet
with Owner's Representative to agree on the schedule of values that will be paid.
B.
Submit three copies of each application on AIA Form G702 - Application and Certificate
for Payment and AIA G703 - Continuation Sheet or AIA G722 - Project Application and
Project Certificate for Payment and AIA G723 - Project Application Summary or
Contractor's electronic media driven form.
C.
Content and Format: Utilize Schedule of Values for listing items in Application for
Payment.
D.
Payment Period: Every month on the 5 day of the month.
E.
Include 3 forms required by Owner.
F.
Photographs: Refer to Section 01300 - Submittals, 1.9 - Construction Photographs, to
be submitted along with the monthly application for payment.
TA
City of Lubbock, Bailey County Valve Stations
'l
01019-2
1.4 CHANGE PROCEDURES
A. The Owner will advise of minor changes in the Work not involving an adjustment to --
Contract Sum or Contract Time by issuing supplemental instructions.
B. The Owner may issue a Proposal Request which includes a detailed description of a
proposed change with supplementary or revised Drawings and specifications, a change in
Contract Time for executing the change with a stipulation of any overtime work required
and the period of time during which the requested price will be considered valid.
Contractor will prepare and submit an estimate within 5 days.
C. The Contractor may propose changes by submitting a request for change to the Owner,
describing the proposed change and its full effect on the Work. Include a statement
describing the reason for the change, and the effect on the Contract Sum and Contract
Time with full documentation and a statement describing the effect on Work by separate
or other contractors. Document any requested substitutions in accordance with Section
01600.
D. Stipulated Sum Change Order: Based on Proposal Request and Contractor's fixed price
quotation or Contractor's request for a Change Order as approved by Owner.
E. Construction Change Directive: Owner may issue a directive, on standard form signed
by the Owner, instructing the Contractor to proceed with a change in the Work, for _
subsequent inclusion in a Change Order. Document will describe changes in the Work,
and designate method of determining any change in Contract Sum or Contract Time.
Promptly execute the change.
F. Time and Material Change Order: Submit itemized account and supporting data after
completion of change, within time limits indicated in the Conditions of the Contract.
Owner will determine the change allowable in Contract Sum and Contract Time as
provided in the Contract Documents.
G. Maintain detailed records of work done on Time and Material basis. Provide full f
information required for evaluation of proposed changes, and to substantiate costs for
changes in the Work.
H. Change Order Forms: AIA G701, AIA G701/CM, EJCDC 1910-8-B, or standard
Change Order.
Execution of Change Orders: Owner will issue Change Orders for signatures of parties
as provided in the Conditions of the Contract.
1.5 MEASUREMENT AND PAYMENT - LUMP SUM
A. Authority: Measurement methods are delineated as follows, and individual sections:
1. Cast in Place Concrete Vault Expansion - labor and materials cost for the
following:
i. Excavation of the earth surrounding the wall of the concrete vault to be
removed.
ii. Proper installation and utilization of embankment protection according to
OSHA - Rules and Regulation. -
iii. Demolition of the existing wall of each concrete vault.
City of Lubbock, Bailey County Valve Stations
;I
01019-3
r
in
iv Construction of cast place reinforced concrete vault expansion as shown
on the plans.
2. Electrical - labor and material cost including installing the electrical line, conduit
and wiring.
3. Plumbing - includes material and labor cost including removal of existing valves
and installation of new valves.
4. Instrumentation - labor and material cost to install the instrumentation line and
conduit from the PLC in the microwave shed to the existing concrete vault.
5. PLC - programming, equipment, installation, labor and material cost.
6. Testing laboratory services to perform testing as specified in the individual
sections.
B. Take measurements and compute quantities. The Owner will verify measurements and
quantities.
C. Unit Quantities: Quantities and measurements indicated in the Bid Form are for contract
purposes only. Quantities and measurements supplied or placed in the Work shall
determine payment.
D. Payment Includes: Full compensation for required labor, Products, tools, equipment,
plant, transportation, services and incidentals; erection, application or installation of an
item of the Work; overhead and profit.
E. Defect Assessment: Replace the Work, or portions of the Work, not conforming to
specified requirements. If, in the opinion of the Owner, it is not practical to remove and
replace the Work, the Owner will direct an appropriate remedy or adjust payment.
PART 2 PRODUCTS
1
i1T Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
City of Lubbock, Bailey County Valve Stations
r
01039 - 1
SECTION 01039
COORDINATION AND MEETINGS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Coordination.
B. Preconstruction meeting.
C. Progress meetings.
D. Cutting and Patching.
1.2 COORDINATION
A. Coordinate scheduling, submittals, and Work of the various sections of the Project
Manual to assure efficient and orderly sequence of installation of interdependent
construction elements.
B. Verify utility requirements and characteristics of operating equipment are compatible
with building utilities. Coordinate work of various sections having interdependent
responsibilities for installing, connecting to, and placing in service, such equipment.
C. Coordinate space requirements and installation of mechanical and electrical work which
are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and
conduit, as closely as practicable; place runs parallel with line of building. Utilize spaces
efficiently to maximize accessibility for other installations, for maintenance, and for
repairs.
D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within
the construction. Coordinate locations of fixtures and outlets with finish elements.
E. Coordinate completion and clean up of Work of separate sections in preparation for
Substantial Completion.
F. After Owner occupancy of premises, coordinate access to site for correction of defective
Work and Work not in accordance with Contract Documents, to minimize disruption of
Owner's activities.
1.3 PRECONSTRUCTION MEETING
A. Owner will schedule a meeting after Notice of Award.
B. Attendance Required: Owner, and Contractor.
C. Agenda:
1. Submission of list of Subcontractors, list of Products, schedule of values, and
progress schedule.
2. Designation of personnel representing the parties in Contract.
City of Lubbock, Bailey County Valve Stations
01039 - 2
3. Procedures and processing of field decisions, submittals, substitutions, applications
for payments, proposal request, Change Orders, and Contract closeout procedures.
4. Scheduling.
D. Record minutes and distribute copies within two days after meeting to participants, with
two copies to Owner, participants, and those affected by decisions made.
1.4 PROGRESS MEETINGS
A. Progress meeting on the 10th day of the month.
B. Owner will make arrangements for meetings, prepare agenda with copies for
participants, preside at meetings.
C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner,
as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
4. Identification of problems which impede planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off -site fabrication and delivery schedules.
7. Maintenance of progress schedule.-
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
E. Record minutes and distribute copies within two days after meeting to participants, with
two copies to Owner, .participants, and those affected by decisions made.
PART 2 PRODUCTS
2.1 Refer to individual sections.
PART 3 EXECUTION
3.1 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
B. Submit written request in advance of cutting or altering -elements which affects:
1. Structural integrity of element.
2. Integrity of weather -exposed or moisture -resistant elements.
3. Efficiency, maintenance, or safety of element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate contractor.
City of Lubbock, Bailey County Valve Stations
�r.
01039 - 3
C. Execute cutting, fitting, and patching including excavation and fill, to complete Work,
and to:
1. Fit the several parts together, to integrate with other Work.
2. Uncover Work to install or correct ill-timed Work.
3. Remove and replace defective and non -conforming Work.
4. Remove samples of installed Work for testing.
5. Provide openings in elements of Work for penetrations of mechanical and electrical
Work.
D. Execute work by methods to avoid damage to other Work, and which will provide
proper surfaces to receive patching and finishing.
E. Restore Work with new Products in accordance with requirements of Contract
Documents.
F. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
G. Maintain integrity of wall and ceiling of the vault; completely seal voids.
H. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest
intersection; for an assembly, refinish entire unit.
I. Identify any hazardous substance or condition exposed during the Work to the Owner
for decision or remedy.
J. Where there are spalled concrete use SIKA TOP 123 Plus as the patching grout.
END OF SECTION
t
�,. City of Lubbock, Bailey County Valve Stations
" 01 00 - 1
SECTION 01300
SUBMITTALS
r
PART 1 GENERAL
1
!
1.1
SECTION INCLUDES
")
A.
Submittal procedures.
B.
Construction progress schedules.
C.
Proposed Products list.
D.
Construction Method.
E.
Samples.
F.
Design data.
i
`
G.
Test reports.
rft
H.
Certificates.
I.
Manufacturer's instructions.
j,
J.
Construction photographs.
p
1.2
SUBMITTAL PROCEDURES
i h
A.
Transmit five copies of each submittal with AIA Form GS 10.
B.
Sequentially number the transmittal form. Revise submittals with original number and a
sequential alphabetic suffix.
C.
Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail
number, and specification section number, as appropriate.
D.
Apply Contractor's stamp, signed or initialed certifying that review, approval, verification
of Products required, field dimensions, adjacent construction Work, and coordination of
information is in accordance with the requirements of the Work and Contract
Documents.
F.
Schedule submittals to expedite the Project, and deliver to Owner's Representative -
r-
Michael Murphy at 1625, 13 Street, Lubbock, Texas., Coordinate submission of related
4
items.
G.
For each submittal for review, allow 15 days excluding delivery time to and from the
Contractor.
H.
Identify variations from Contract Documents and Product or system limitations which
t�
E
may be detrimental to successful performance of the completed Work.
.,
City of Lubbock, Bailey County Valve Stations
I
01300 - 2
I. Provide space for Contractor and Owner review stamps.
J. When revised for resubmission, identify all changes made since previous submission.
K. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly
report any inability to comply with requirements.
L. Submittals not requested will not be recognized or processed.
1.3 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial schedule in duplicate within 15 days after date of Notice to Proceed.
B. Revise and resubmit as required.
C. Submit revised schedules with each Application for Payment, identifying changes since
previous version.
D. Submit a computer generated horizontal bar chart with separate line for each major
portion of Work or section of Work, identifying first work day of each week.
E. Show complete sequence of construction by activity, identifying Work of separate stages
and other logically grouped activities. Indicate the early and late start, early and late
finish, float dates, and duration.
F. Indicate estimated percentage of completion for each item of Work at each submission.
G. Indicate submittal dates required for shop drawings, product data, samples, and product --
delivery dates, including those furnished by Owner and required by Allowances.
1.4 PROPOSED PRODUCTS LIST
A. Within 15 days after date of Notice to Proceed, submit list of major products proposed
for use, with name of manufacturer, trade name, and model number of each product.
B. For products specified only by reference standards, give manufacturer, trade name,
model or catalog designation, and reference standards.
1.5 PLC AND PROGRAME
A. Product Data For Review:
1. Submitted to Owner 5 copies of each process for review for the limited purpose of
checking for conformance with information given and the design concept —
expressed in the contract documents.
2. After review, provide copies and distribute in accordance with SUBMITTAL
PROCEDURES article above and for record documents purposes described in ,
Section 01700 - CONTRACT CLOSEOUT.
B. Product Data For Information:
1. Submitted to the Owner.
City of Lubbock, Bailey County Valve Stations
01300 - 3
N
C. Product Data For Project Close-out:
1. Submitted for the Owner's benefit during and after project completion.
D. Submit the number of copies which the Contractor requires, plus two copies which will
be retained by the Owner.
E. Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information specific to this Project.
F. Indicate Product utility and electrical characteristics, utility connection requirements, and
location of utility outlets for service for functional equipment and appliances.
G. After review distribute in accordance with the Submittal Procedures article above and
provide copies for record documents described in Section 01700 - CONTRACT
CLOSEOUT.
1.6 CONSTRUCTION METHOD
A. Breifly describe the method used in this project in the following area:
i. Earth removal, excavation and embankment protection.
ii. Concrete wall and expansion.
iii. Submitted to Owner 5 copies of each process for review for the limited purpose of
checking for conformance with information given and the design concept
expressed in the contract documents.
iv. After review, produce copies and distribute in accordance with SUBMITTAL
PROCEDURES article above and for record documents purposes described in
Section 01700 - CONTRACT CLOSEOUT.
B. Indicate special utility and electrical characteristics, utility connection requirements, and
location of utility outlets for service for functional equipment and appliances.
C. Submit in the form of one reproducible transparency and four opaque reproduction.
1.7 SAMPLES
A. Samples For Review:
1. Submitted to Owner for review for the limited purpose of checking for
conformance with information given and the design concept expressed in the
contract documents.
2. After review, produce duplicates and distribute in accordance with SUBMITTAL
PROCEDURES article above and for record documents purposes described in
Section 01700 - CONTRACT CLOSEOUT.
B. Samples For Selection:
1. Submitted to Owner for aesthetic, color, or finish selection.
2. Submit samples of finishes from the full range of manufacturers' standard colors,
textures, and patterns for Owner selection.
3. After review, produce duplicates and distribute in accordance with SUBMITTAL
PROCEDURES article above and for record documents purposes described in
Section 01700 - CONTRACT CLOSEOUT.
City of Lubbock, Bailey County Valve Stations
01300 - 4
C. Submit samples to illustrate functional and aesthetic characteristics of the Product, with
integral parts and attachment devices. Coordinate sample submittals for interfacing work.
D. Include identification on each sample, with full Project information.
E. Submit the number of samples specified in individual specification sections.
F. Reviewed samples which maybe used in the Work are indicated in individual
specification sections.
G. Samples will not be used for testing purposes unless specifically stated in the
specification section.
1.8 TEST REPORTS
A. Submit test reports to the Owner, for information for the limited purpose of assessing
conformance with information given and the design concept expressed in the contract
documents.
1.9 CERTIFICATES
A. When specified in individual specification sections, submit certification by the
manufacturer, installation/application Subcontractor, or the Contractor to Owner, in
quantities specified for Product Data.
B. Indicate material or Product conforms to or exceeds specified requirements. Submit
supporting reference data, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be
acceptable to Owner.
1.10 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification sections, submit printed instructions for
delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Owner for
delivery to Owner in quantities specified for Product Data.
B. Indicate special procedures, perimeter conditions requiring special attention, and special
environmental criteria required for application or installation.
C. Refer to Section 01400 - Quality Control, Manufacturers' Field Services article.
1.11 MANUFACTURER'S FIELD REPORTS
A. Submit to the Owner,field report in duplicate within 30 days of observation to Owner for
information.
City of Lubbock, Bailey County Valve Stations
01300 - 5
B. Submit for information for the limited purpose of assessing conformance with
information given and the design concept expressed in the contract documents.
1.12 CONSTRUCTION PHOTOGRAPHS
A. Each month submit photographs with Application for Payment.
B. Photographs: One print; color, matte; S x 10 inch size.
C. Take four photographs indicating the relative progress of the Work, 5 days maximum
prior to submitting.
D. Identify photographs with date, time, orientation, and project identification.
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Not Used.
END OF SECTION
City of Lubbock, Bailey County Valve Stations
01400 - 1
SECTION 01400
QUALITY CONTROL
PART 1 GENERAL
1.1
SECTION INCLUDES
A.
Quality assurance - control of installation.
B.
Tolerances.
C.
References.
D.
Inspecting and testing laboratory services.
E.
Manufacturers' field services and reports.
1.2
QUALITY ASSURANCE- CONTROL OF INSTALLATION
.3
A.
Monitor quality control over suppliers, manufacturers, Products, services, site
conditions, and workmanship, to produce Work of specified quality.
1
B.
Comply with manufacturers' instructions, including each step in sequence.
r" C.
Should manufacturers' instructions conflict with Contract Documents, request
.
clarification from Owner before proceeding.
.•» D.
Comply with specified standards as minimum quality for the Work except where more
stringent tolerances, codes, or specified requirements indicate higher standards or more
precise workmanship.
E.
Perform work by persons qualified to produce workmanship of specified quality.
F.
Secure Products in place with positive anchorage devices designed and sized to
withstand stresses, vibration, physical distortion, or disfigurement.
1.3
I �
TOLERANCES
A.
Monitor tolerance control of installed Products to produce acceptable Work. Do not
permit tolerances to accummulate.
10
B.
Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with
Contract Documents, request clarification from Owner before proceeding.
r-
C.
Adjust Products to appropriate dimensions; position before securing Products in place.
City of Lubbock, Bailey County Valve Stations
01400 - 2
1.4 REFERENCES
A. For Products or workmanship specified by association, trade, or other consensus
standards, comply with requirements of the standard, except when more rigid
requirements are specified or are required by applicable codes.
B. Conform to reference standard by date of issue current on date of Notice to Proceed
except where a specific date is established by code.
C. Obtain copies of standards where required by product specification sections.
D. The contractual relationship, duties, and responsibilities of the parties in Contract nor
those of the Owner shall not be altered from the Contract Documents by mention or
inference otherwise in any reference document.
1.5 INSPECTING AND TESTING LABORATORY SERVICES
A. Contractor will employ and pay for services of qualified independent testing
services to perform testing as specified in the individual sections.
B. The independent firm will perform inspections, tests, and other services specified in
individual specification sections and as required by the Owner. _
C. Inspecting, testing, and source quality control may occur on or off the project site.
Perform off -site inspecting or testing as required by the Owner.
D. Reports will be submitted by the independent firm to the Owner and Contractor, in
duplicate indicating observations and results of tests and indicating compliance or non-
compliance with Contract Documents.
E. Cooperate with independent firm; furnish samples of materials, design mix, equipment,
tools, storage, safe access, and assistance by incidental labor as requested.
1. Notify Owner and independent firm 24 hours prior to expected time for operations
requiring services.
2. Make arrangements with independent firm and pay for additional samples and tests
required for Contractor's use.
F. Testing or inspecting does not relieve Contractor to perform Work to contract
requirements.
G. Retesting required because of non-conformance to specified requirements shall be
performed by the same independent firm on instructions by the Owner. Payment for
retesting will be charged to the Contractor by deducting inspecting or testing charges _
from the Contract Sum/Price.
1.6 MANUFACTURERS' FIELD SERVICES AND REPORTS
A. When specified in individual specification sections, require material or Product suppliers
or manufacturers to provide qualified staff personnel to observe site conditions,
conditions of surfaces and installation, quality of workmanship, start-up of equipment,
test, adjust and balance of equipment as applicable, and to initiate instructions when
necessary.
City of Lubbock, Bailey County Valve Stations
01400 - 3
B. Submit qualifications of observer to Owner 30 days in advance of required observations.
Observer subject to approval of Owner.
C. Report observations and site decisions or instructions given to applicators or installers
that are supplemental or contrary to manufacturers' written instructions.
D. Submit report in duplicate within 30 days of observation to Owner for information.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
City of Lubbock, Bailey County Valve Stations
01500 - 1
SECTION 01500
CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Temporary Utilities: Electricity, lighting, heat, ventilation, telephone service, water, and
sanitary facilities.
B. Temporary Controls: Barriers, enclosures and fencing, protection of the Work, and
water control, erosion and sediment control.
C. Construction Facilities: Access roads, parking, progress cleaning, project signage, and
temporary buildings.
1.2 TEMPORARY ELECTRICITY
A. Cost: By Owner; connect to Owner's existing power service. Contractor shall pay and
provide for all hook up material and labor. Do not disrupt Owner's need for continuous
service. Owner will pay cost of energy used. Exercise measures to conserve energy.
B. Provide temporary electric feeder from existing building electrical service at location as
directed. Do not disrupt Owner's need for continuous service.
C. Power Service Characteristics: 230 volt, 200 ampere, three phase, four wire.
D. Provide power outlets for construction operations, with branch wiring and distribution
boxes located as required. Provide flexible power cords as required.
E. Provide main service disconnect and overcurrent protection at convenient location.
F. Permanent convenience receptacles may not be utilized during construction.
G. Provide adequate distribution equipment, wiring, and outlets to provide single phase
branch circuits for power and lighting:
1.Provide 20 ampere duplex outlets, single phase circuits for power tools for every
100 sq ft of active work area.
2.Provide 20 ampere, single phase branch circuits for lighting.
1.3 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES
r.. A. Contractor shall provide all labor and material to hook up lights and equipments.
I Provide and maintain incandescent lighting for construction operations to achieve a
minimum lighting level of 2 watt/sq ft.
B. Provide and maintain 1 watt/sq ft lighting to exterior staging and storage areas after
dark for security purposes.
a
L
City of Lubbock, Bailey County Valve Stations
k
01500 - 2
C. Provide and maintain 0.25 watt/sq fi H.I.D. lighting to interior work areas after dark for
security purposes.
D. Provide branch wiring from power source to distribution boxes with lighting conductors,
pigtails, and lamps as required.
E. Maintain lighting and provide routine repairs.
F. Permanent building lighting may not be utilized during construction.
G. In areas where power cannot be supplied by the Owner, the Contractor shall provided
their own generator at their own expense.
1.4 TEMPORARY HEAT
A. Existing facilities shall not be used. Provide heating devices and heat as needed to
maintain specified conditions for construction operations.
B. Owner will pay cost of energy used. Exercise measures to conserve energy. Provide
separate metering and reimburse Owner for cost of energy used. Enclose building prior
to activating temporary heat in accordance with Article 1.13 Exterior Enclosures in this
section.
C. Prior to operation of permanent equipment for temporary heating purposes, verify that
installation is approved for operation, equipment is lubricated and filters are in place.
Provide and pay for operation, maintenance, and regular replacement of filters and worn
or consumed parts.
D. Maintain minimum ambient temperature of 50 degrees F in areas where construction is in .-
progress, unless indicated otherwise in specifications.
1.5 TEMPORARY VENTILATION
A. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
B. Provide ventilation equipment. Extend and supplement equipment with temporary fan
units as required to maintain clean air for construction operations.
1.6 TELEPHONE SERVICE
A. Provide, maintain and pay for telephone service to field office at time of project
mobilization.
B. Owner will pay for own service.
1.7 FACSMIME SERVICE
A. Provide, maintain and pay for facsimile service and a dedicated telephone line to field
office at time of project mobilization.
City of Lubbock, Bailey County. Valve Stations
` 01500 - 3
B. Owner will pay for own service.
1.8 TEMPORARY WATER SERVICE
A. Connect to existing water source for construction operations.
B. Owner will pay cost of water used. Exercise measures to conserve water. Provide all
labor and material to hook up to Owner's water supply.
C. Extend branch piping with outlets located so water is available by hoses with threaded
connections. Provide temporary pipe insulation to prevent freezing.
1.9 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Existing facility use is not
permitted.
A. Provide barriers according to the Texas Manual on Uniform Traffic Control
Devices for Streets and Highways - Part IV Traffic Controls for Street and
Highway Construction and Maintenance Operations, 1980 Publication.
B. Provide barriers to prevent unauthorized entry to construction areas to allow for Owner's
use of site, and to protect existing facilities and adjacent properties from damage from
construction operations and demolition.
C. Provide protection for plant life designated to remain. Replace damaged plant life.
D. Protect non -owned vehicular traffic, stored materials, site, and structures from damage.
1.11 FENCING
A. Construction: Commercial grade chain link fence.
B. Provide 6 foot high fence around construction site; equip with vehicular gates with locks.
1.12 WATER CONTROL
A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain
pumping equipment.
B. Protect site from puddling or running water. Provide water barriers as required to
protect site from soil erosion.
1.13 EROSION AND SEDIMENT CONTROL
I
1. City of Lubbock, Bailey County Valve Stations
i
01500 - 4
A. Plan and execute construction by methods to control surface drainage from cuts and fills,
from borrow and waste disposal areas. Prevent erosion and sedimentation.
B. Provide temporary measures such as berm, dikes, and drains, to prevent water flow.
C. Construct fill and waste areas by selective placement to avoid erasive surface silts or
clays.
D. Periodically inspect earthwork to detect evidence of erosion and sedimendation;
promptly apply corrective measures.
1.14 EXTERIOR ENCLOSURES
A. Provide temporary insulated weather tight closure of exterior openings to accommodate
acceptable working conditions and protection for Products, to allow for temporary
heating and maintenance of required ambient temperatures identified in individual
specification sections, and to prevent entry of unauthorized persons. Provide access
doors with self -closing hardware and locks.
1.15 PROTECTION OF INSTALLED WORK
A. Protect installed Work and provide special protection where specified in individual
specification sections.
B. Provide temporary and removable protection for installed Products. Control activity in -'
immediate work area to prevent damage.
C. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
D. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or
movement of heavy objects, by protecting with durable sheet materials.
E. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is
necessary, obtain recommendations for protection from waterproofing or roofing
material manufacturer.
F. Prohibit traffic from landscaped areas.
1.16 SECURITY
A. Provide security and facilities to protect Work, and existing facilities, and Owner's
operations from unauthorized entry, vandalism, or theft.
B. Coordinate with Owner's security program.
1.17 ACCESS ROADS
A. Provide means of removing mud from vehicle wheels before entering streets.
1.1 S PARKING _
City of Lubbock, Bailey County Valve Stations
01500 - 5
A. Provide temporary gravel surface parking areas to accommodate construction personnel.
B. When site space is not adequate, provide additional off --site parking.
C. Do not allow vehicle parking on existing pavement.
D. Designate one parking space for the Owner.
1.19 PROGRESS CLEANING AND WASTE REMOVAL
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and
orderly condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other
closed or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue
cleaning to eliminate dust.
D. Collect and remove waste materials, debris, and rubbish from site periodically and
dispose off -site at own expense..
E. Open free -fall chutes not permitted. Terminate closed chutes into appropriate containers
with lids.
1.20 PROJECT IDENTIFICATION
A. Provide 8 foot wide x 6 foot high project sign of exterior grade plywood and wood
frame construction, painted, with exhibit lettering by professional sign painter, or die cut
vinyl, self-adhesive letters and self-adhesive corporate logo.
B. List title of Project, names of Owner, Contractor and major sub -contractor.
C. Erect on site at location indicated by Owner.
D. No other signs are allowed without Owner permission except those required by law.
1.21 FIELD OFFICES AND SHEDS
A. Office: Weather tight, with lighting, electrical outlets, heating, cooling and ventilating
equipment, and equipped with sturdy furniture and drawing display table.
B. Provide space for Project meetings, with table and chairs to accommodate 6 persons.
C. Locate offices and sheds a minimum distance of 30 feet from existing structures.
1.22 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
City of Lubbock, Bailey County Valve Stations
01500 - b
A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial
Completion inspection.
B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated.
C. Clean and repair damage caused by installation or use of temporary work.
D. Restore existing and permanent facilities used during construction to original condition.
Restore permanent facilities used during construction to specified condition.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
City of Lubbock,:Bailey County Valve Stations
01700 - 1
low
7
SECTION 01700
CONTRACT CLOSEOUT
PART 1 GENERAL
1.1 1
SECTION INCLUDES
A.
Closeout procedures.
B.
Final cleaning.
C.
Adjusting.
D.
Project record documents.
E.
Operation and maintenance data.
F.
Warranties.
1.2 RELATED SECTIONS
A. Section 01500 - Construction Facilities and Temporary Utilities.
1.3 CLOSEOUT PROCEDURES
A. Submit written certification that Contract Documents have been reviewed, Work has
been inspected, and that Work is complete in accordance with Contract Documents and
ready for Owner review.
B. Provide submittals to Owner that are required by governing or other authorities.
C. Submit final Application for Payment identifying total adjusted Contract Sum, previous
payments, and sum remaining due.
1.4 FINAL CLEANING
A. Execute final cleaning prior to final project assessment.
B. Clean interior of valve vaults; remove temporary labels, stains and foreign substances.
C. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate
to the surface and material being cleaned.
D. Clean debris from roofs and walls.
E. Remove waste and surplus materials, rubbish, and construction facilities from the site.
F. Level compacted soil on top of valve vaults to ground level.
City of Lubbock, Bailey County Valve Stations
01700 - 2
1.5 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered operation.
1.6 PROJECT RECORD DOCUMENTS
A. Maintain on site one set of the following record documents; record actual revisions to
the Work:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract. —
5. Reviewed Shop Drawings, Product Data, and Samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.
D. Record information concurrent with construction progress.
E. Specifications: Legibly mark and record at each Product section description of actual
Products installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
F. Record Drawings and Shop Drawings: Legibly mark each item to record actual
construction including:
1. Measured depths of foundations in relation to finish first floor datum.
2. Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface improvements.
3. Measured locations of internal utilities and appurtenances concealed in
construction, referenced to visible and accessible features of the Work.
4. Field changes of dimension and detail.
5. Details not on original Contract drawings.
G. Submit documents to Owner with claim for final Application for Payment.
1.7 OPERATION AND MAINTENANCE DATA I
A. Submit data bound in 8-1/2 x 11 inch text pages, three D side ring capacity expansion
binders with durable plastic covers.
B. Prepare binder cover with printed title "OPERATION AND MAINTENANCE
INSTRUCTIONS", title of project and subject matter of binder when multiple binders
are required.
C. Internally subdivide the binder contents with permanent page dividers, logically
organized as described below; with tab titling clearly printed under reinforced laminated
plastic tabs.
City of Lubbock, Bailey County Valve Stations
01700 - 3
D. Contents: Prepare a Table of Contents for each volume, with each Product or system
description identified, typed on 24 pound white paper, in three parts as follows:
1. Part 1: Directory, listing names, addresses, and telephone numbers of Owner,
Contractor, Subcontractors, and major equipment suppliers.
2. Part 2: Operation and maintenance instructions, arranged by system process flow
�.,
and subdivided by specification section. For each category, identify names,
addresses, and telephone numbers of Subcontractors and suppliers. Identify the
following:
a. Significant design criteria.
b. List of equipment.
C. Parts list for each component.
d. Operating instructions.
�•
e. Maintenance instructions for equipment and systems.
f. Maintenance instructions for special finishes, including recommended
cleaning methods and materials, and special precautions identifying
detrimental agents.
3. Part 3: Project documents and certificates, including the following:
a. Shop drawings and product data.
b. Air and water balance reports.
�-
C. Certificates.
d. Photocopies of warranties.
E. Submit 1 draft copy of completed volumes 15 days prior to final inspection. This copy
will be reviewed and returned after final inspection, with Owner comments. Revise
content of all document sets as required prior to final submission.
F. Submit five sets of revised final volumes, within 10 days after final inspection.
1.8 SPARE PARTS AND MAINTENANCE PRODUCTS
A. Provide spare parts, maintenance, and extra Products in quantities specified in individual
specification sections.
B. Deliver to Project site and obtain receipt prior to final payment.
1.9 WARRANTIES
A. Provide duplicate notarized copies.
B. Execute and assemble transferable warranty documents from Subcontractors, suppliers,
and manufacturers.
C. Provide Table of Contents and assemble in three D side ring binder with durable plastic
cover.
D. Submit prior to final Application for Payment.
E. For items of Work delayed beyond date of Substantial Completion, provide updated
submittal within 10 days after acceptance, listing date of acceptance as start of warranty
period.
*„ City of Lubbock, Bailey County Valve Stations
i
1
01700 - 4
PART 2 PRODUCTS
Not Used.
PART 3 EXECUTION
Nnt T Tepei
City of Lubbock, Bailey County Valve Stations
02223 - 1
SECTION 02223
BACKFII,LING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Concrete Vault Backfilling.
B. Site filling and backfilling.
C. Fill for over -excavation.
D. Consolidation and compaction as scheduled.
1.2 RELATED SECTIONS
A. Section 03300 - Cast -in -Place Concrete: Concrete materials.
1.3 REFERENCES
A. ASTM D698 - Test Methods for Moisture -Density Relations of Soils and
Soil -Aggregate Mixtures, Using 5.5 lb (2.49 Kg) Rammer and 12 inch (304.8 mm) Drop.
PART 2 PRODUCTS
2.1 FILL MATERIALS
A. Free from rocks or stones larger than 6 inches in their greatest dimension, brush, stumps,
logs, roots, debris, and organics and other objectionable materials, and shall be wetted or
dried as required and thoroughly mixed to ensure uniform moisture content.
PART 3 EXECUTION
3.1 EXAN 1NATION
A. Verify subdrainage, dampproofing, or waterproofing installation has been inspected.
3.2 PREPARATION
A. Compact subgrade to 95 percent of the maximum density in the range of 2 percent below
to 2 percent above the optimum moisture content as determine by ASTM D698.
3.3 BACKFILLING
A. Backfill areas to contours and elevations with unfrozen materials.
City of Lubbock, Bailey County Valve Stations
02223 - 2
B. Systematically backfill to allow maximum time for natural settlement. Do not backfill
over porous, wet, frozen or spongy subgrade surfaces.
C. Place and compact materials in continuous layers not exceeding 9 inches compacted
depth.
D. Employ a placement method that does not disturb or damage other work.
E. Maintain optimum moisture content of backfill materials to attain required compaction
density.
F. Backfill simultaneously on each side of unsupported foundation walls until supports are
in place.
G. Make gradual grade changes. Blend slope into level areas.
H. Remove surplus backfill materials from site.
I. Leave fill material stockpile areas free of excess fill materials.
3.4 FIELD QUALITY CONTROL
A. Field Testing will be performed under provisions of Section 01400.
B. Compaction testing will be performed in accordance with ASTM D698.
3.5 PROTECTION OF FINISHED WORK
A. Protect finished Work under provisions of Section 01500. ~
B. Reshape and re -compact fills'subjected to vehicular traffic.
3.6 SCHEDULE
A. Exterior Side of Foundation Walls:
1. Backfill to subgrade elevation, each lift, compacted to 90 percent of maximum dry
density.
END OF SECTION
City of Lubbock, Bailey County Valve Stations
03100 - 1
SECTION 03100
CONCRETE FORMWORK
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Formwork for cast -in place concrete, with shoring, bracing and anchorage.
B. Openings for other work.
C. Form accessories.
D. Form stripping.
1.2 RELATED SECTIONS
A. Section 03200 - Concrete Reinforcement.
B. Section 03300 - Cast -in -Place Concrete.
1.4 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 318 - Building Code Requirements for Reinforced Concrete.
C. ACI 347 - Recommended Practice For Concrete Formwork.
D. PS 1 - Construction and Industrial Plywood.
r•
1.5
SUBMITTALS FOR REVIEW
i
'
A.
Section 01300 - Submittals: Procedures for submittals.
B.
Shop Drawings: Indicate fabrication drawings pertinent dimensions, materials, bracing,
number of rebars and arrangement of joints and ties.
r
C.
Acknowledgment that products submitted meet requirements of standard referenced.
D.
Product Data: Provide data on void form materials and installation requirements.
PART
2 PRODUCTS
2.1
WOOD FORM MATERIALS
A.
Form Materials: At the discretion of the Contractor.
City of Lubbock, Bailey County Valve Stations
1,
03100 - 2
B. Lumber: species with grade stamp clearly visible.
2.2 MATERIALS
A. Forms for surfaces exposed to view:
1. Wood forms:
a. 5/8 or 3/4 IN 5-ply structural plywood of concrete form grade.
b. Built -in -place or prefabricated type panel.
c. 4 x 8 FT sheets for built -in -place type except where smaller pieces will cover
entire area.
2. Metal forms:
a. Metal forms excluding aluminum may be used.
b. Forms to be tight to prevent leakage, free of rust and straight without dents to
provide members of uniform thickness.
B. Forms for surfaces not exposed to view: Wood or metal sufficiently tight to prevent
leakage. Do not use aluminum forms.
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2.3 FORMWORK ACCESSORIES
A. Form Ties:
1. Commercially fabricated for use in form construction. Do not use wire ties.
2. Constructed so that ends or end fasteners can be removed without causing spalling
at surfaces of the concrete.
3. 3/4 IN minimum to 1 IN maximum diameter cones on both ends.
4. Embedded portion of ties to be not less than 1-1/2 IN form face of concrete after
ends have been removed.
B. Anchorage Bolts: Sized as required, of sufficient strength and character to maintain
formwork in place while placing concrete.
C. Waterstops: Remnick minimum 1,750 psi tensile strength, minimum 50 degrees F to r
plus 175 degrees F working temperature range.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify lines, levels and centers before proceeding with formwork. Ensure that
dimensions agree with drawings.
3.2 ERECTION - FORMWORK
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with
requirements of ACI 301.
B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject
to overstressing by construction loads.
City of Lubbock, Bailey County Valve Stations
03100 - 3
1 C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage
concrete during stripping. Permit removal of remaining principal shores.
D. Align joints and make watertight. Keep form joints to a minimum.
E. Obtain approval before framing openings in structural members which are not indicated
' on Drawings.
F. To maintain specified tolerances, camber formwork to compensate for anticipated
deflections in formwork prior to hardening of concrete.
3.5
INSERTS, EMBEDDED PARTS, AND OPENINGS
A.
Provide formed openings where required for items to be embedded in passing through
concrete work.
B.
Locate and set in place items which will be cast directly into concrete.
C.
Coordinate with work of other sections in forming and placing openings, slots, reglets,
recesses, sleeves, bolts, anchors, other inserts, and components of other Work.
D.
Install accessories in accordance with manufacturer's instructions, straight, level, and
plumb. Ensure items are not disturbed during concrete placement.
E.
Install waterstops in accordance with manufacturer's instructions continuous without
displacing reinforcement, heat seal joints watertight.
F.
in formwork facilitate
Provide temporary ports or openings where required to cleaning
and inspection. Locate openings at bottom of forms to allow flushing water to drain.
3.6
FORM CLEANING
A. Clean forms as erection proceeds, to remove foreign matter within forms.
B. Clean formed cavities of debris prior to placing concrete.
C. Flush with water or use compressed air to remove remaining foreign matter. Ensure that
water and debris drain to exterior through clean -out ports.
D. During cold weather, remove ice and snow from within forms. Do not use de-icing salts.
Do not use water to clean out forms, unless formwork and concrete construction
proceed within heated enclosure. Use compressed air or other means to remove foreign
matter.
3.7 FORM REMOVAL
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A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its
own weight and imposed loads.
B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish .
' concrete surfaces scheduled for exposure to view.
r' END OF SECTION
City of Lubbock, Bailey County Valve Stations
*—SAL
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I
03200 - 1
fiSECTION 03200
�• CONCRETE REINFORCEMENT
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Reinforcing steel bars, wire fabric and accessories for cast -in -place concrete.
1.2 RELATED SECTIONS
A. Section 03100 - Concrete Formwork.
B. Section 03300 - Cast -in -Place Concrete.
1.3 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 318 Building Code Requirements For Reinforced Concrete.
C. ACI 350 - Environmental Engineering Concrete Structures.
D. ACI SP-66 - American Concrete Institute - Detailing Manual.
E. ANSI/ASTM A184 - Fabricated Deformed Steel Bar Mats for Concrete Reinforcement.
F. ANSI/AWS D 1.4 - Structural Welding Code for Reinforcing Steel.
G. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement.
H. ASTM A704 - Welded Steel Plain Bar or Rod Mats for Concrete Reinforcement.
I. AWS D 12.1 - Welding Reinforcement Steel, Metal Inserts and Connections in
Reinforced Concrete Construction.
J. CRSI - Concrete Reinforcing Steel Institute Manual of Practice.
K. CRSI - Placing Reinforcing Bars.
1.4 SUBMITTALS
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A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing
7 steel and wire fabric, bending and cutting schedules, and supporting and spacing devices.
C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements.
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17 City of Lubbock, Bailey County Valve Stations
.I
03200 - 2
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with CRSI - Manual of Standard Practice, ACI 301, ACI
SP-66, ACI 318, ACI 350.
B. Maintain one copy of each document on site.
C. Submit certified copies of mill test report of reinforcement materials analysis.
D. Provide Owner's Representative with access to fabrication plant to facilitate inspection of
reinforcement. Provide notification of commencement and duration of shop fabrication
in sufficient time to allow inspection.
PART 2 PRODUCTS
2.1 REINFORCEMENT `
A. Reinforcing Steel: ASTM A615, 60 ksi yield grade; billet steel bars.
B. Reinforcing Steel Plain Bar and Rod Mats: ASTM A704, ASTM A615, Grade 60; steel
bars or rods, unfinished.
C. Welded Steel Wire Fabric: ASTM A185; in flat sheets; fabricated in accordance with
ASTM A82.
D. Refer to the plans for reinforcement details:
i. Slab: Upper mat as shown on the plan:
Lower mat - #7 @ 7 inch on center.
ii. Beam: Bottom Bars - 6 - #6 bars.
Top Bars - 2 - #4 bars.
#3 bar as Stirrups @ 12 inch intervals.
iii. Wall: Horizontal bars - #6 bar @ 8" on center.
Vertical bar - #5 @ 8" on center.
iv. Column: Vertical Bars - 6 - #6 bars.
Stirrups #3 bar as Stirrups @ 12inch intervals.
V. Footing: Matted No. 5 bars.
2.2 ACCESSORY MATERIALS
A. Tie Wire: Minimum 16 gage annealed type.
B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of
reinforcement during concrete placement conditions.
2.3 FABRICATION
A. Fabricate concrete reinforcing in accordance with CRSI Manual of Practice.
City of Lubbock, Bailey County Valve Stations'
03200 - 3
1 C.
IF
Locate reinforcing splices not indicated on drawings, at point of minimum stress.
Review location of splices with Owner's Representative PART 3 EXECUTION
PART 3 EXECUTION
3.1 PLACEMENT
A. Place, support and secure reinforcement against displacement. Do not deviate from
required position.
B. Accommodate placement of formed openings.
C. Set wire ties so ends do not touch forms and are directed into concrete, bot toward
exposed concrete surfaces.
D. Lap splice lengths: ACI 318 Class B top bar tension splices.
E. Extend reinforcement to within 2 inches of concrete perimeter edges.
a. If perimeter edge is earth formed, extend reinforcement to within 3 inches of the edge.
F. Maintain concrete cover around reinforcing as follows:
a. Concrete deposited against earth: 3 inches.
b. Formed surfaces exposed to weather or -in contact with earth: 2 inches for bars #6 or
larger; 1-1/2 inches for reinforcing bars less than #6.
3.2 FIELD QUALITY CONTROL
A. Concrete shall not be poured until the Owner's Representative has observed the final
placing of the reinforcing steel, and has given permission to place concrete.
END OF SECTION
; City of Lubbock, Bailey County Valve Stations
03300 - 1
SECTION 03300
CAST -IN -PLACE CONCRETE
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Cast -in -place concrete walls, slab, columns, beams and wall footings.
B. Expansion and contraction joint devices associated with concrete work, including joint
sealants.
1.2 PRODUCTS FURNISHED BUT NOT INSTALLED UNDER THIS SECTION
A. Section 03100 - Concrete Formwork.
1.3 RELATED SECTIONS
A. Section 03100 - Concrete Formwork: Formwork and accessories.
B. Section 03200 - Concrete Reinforcement.
1.4 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 302 - Guide for Concrete Floor and Slab Construction.
C. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Placing
Concrete.
D. ACI 305R - Hot Weather Concreting.
E. ACI 306R - Cold Weather Concreting.
F. ACI 318 - Building Code Requirements for Reinforced Concrete.
G. ASTM C33 - Concrete Aggregates.
H. ASTM C94 - Ready -Mixed Concrete.
I. ASTM C150 - Portland Cement.
J. ASTM C330 - Light Weight Aggregates For Structural Concrete.
K. ASTM C494 - Chemical Admixtures for Concrete.
L. ASTM C618 - Fly Ash and Raw or Calcinated Natural Pozzolan for Use as a Mineral
Admixture in Portland Cement Concrete.
City of Lubbock, Bailey County Valve Stations
03300 - 2
M. ASTM D1190 - Concrete Joint Sealer.
N. ASTM C260 - Air Entraining Admixtures for Concrete.
1.5 SUBMITTALS
A. Submit under the provisions of Section 01300.
B. Manufacturer's Installation Instructions: Indicate installation procedures and interface
required with adjacent Work.
1.6 PROJECT RECORD DOCUMENTATION
A. Submit mix under provisions section 01700.
B. Accurately record actual locations of embedded utilities and components which are
concealed from view.
1.7 QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301.
B. Maintain one copy of document on site.
C. Acquire cement and aggregate from same source for all work.
D. Conform to ACI 305R when concreting during hot weather. E. Conform to ACI 306R when concreting during cold weather.
1.8 CONCRETE VAULT
A. The inside dimension of the concrete vault shall be 15' w x 20' 1 x 9' h.
B. The wall shall be 12 inch thick and the reinforced concrete entrance shall be 6 inch thick.
C. The cross section of the'concrete beam shall be 14"w x 18" h.
D. The cross section of the concrete column shall be 14" x 14".
E. The concrete roof slab shall be consist of three individual slabs with approximate width
of 7.5 feet and 17 feet long at 9 inch thick.
F. The continuous wall concrete footing shall be 2 feet wide at 10 inch thick.
PART 2 PRODUCTS
2.1 CONCRETE MATERIALS
City of Lubbock, Bailey County Valve Stations
�l
DX1112K
A. Cement: ASTM C150, Type I
B. Aggregates: ASTM C33, except as modified below:
1. Fine Aggregates: Clean natural sand. No manufactured or artificial sand.
2. Coarse aggregate: Crushed rock, natural gravel, or other inert granular material.
a. Maximum amount of clay or shale particles: 1%.
b. Gradation: size #57 or #67.
C. Water: Clean and not detrimental to concrete.
2.2 ADMIXTURES
A. Air Entrainment: ASTM C260.
B. Chemical: ASTM C494 Type A - Water Reducing; Type B - Retarding; Type C -
,i Accelerating; Type D - Water Reducing and Retarding or Type E - Water Reducing and
Accelerating.
,7 C. Fly Ash ASTM C618 Class F. Obtain from a source approved by the Texas Department
of Transportation for use in concrete for bridges.
7 D. Use chloride free admixtures only. Do not use Calcium chlorides.
2.3 ACCESSORIES
A. Bonding Agent: Polymer resin emulsion, Polyvinyl Acetate or Latex emulsion.
B. Non -Shrink Grout: Premixed compound consisting of non-metallic aggregate, cement,
water reducing and plasticizing agents; capable of developing minimum compressive
strength of 2,400 psi in 48 hours and 7,000 psi in 28 days.
C. Membrane curing compound: ASTM C309, Type I-D.
1. Resin based, dissipates upon exposure to UV light.
�^ 2. Curing compound shall not prevent bonding of any future coverings, coating or
t� finishes.
f
�! 2.4 JOINT DEVICES AND FILLER MATERIALS
A. Joint Filler ASTM D1752; Premolded sponge rubber fully compressible with recovery
rate of minimum 95 percent.
B. Construction Joint Devices: Integral galvanized steel formed to tongue and groove
profile.
2.5 CONCRETE MIX
A. All concrete to be ready mixed concrete in accordance with ACI 304. Deliver concrete in
accordance with ASTM C94.
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i
7 City of Lubbock, Bailey County Valve Stations
4
03300 - 4
B. Reinforced concrete shall have a minimum strength of 3,500 psi at 28 days, except for
concrete for over excavation shall have a minimum strength of 2,000 psi at 28 days.
C. Air Entrainment: Provide air Entrainment in all concrete resulting in a total air content
percent by volume as follows:
TYPE TOTAL AIR CONTENT PERCENT
1 or 3/4 inch 5 to 7
1/2 inch 6 to 8
Air content to be measured in accordance with ASTM C231, ASTM C173, or ASTM
C138.
D. Slump: 4 inches maximum, 1 inch minimum. Determine slump per ASTM C 143.
E. Use accelerating admixtures in cold weather only when approved by owner's
representative. Use of admixtures will not relax cold weather placement requirements.
F. Use set retarding admixtures during hot weather only when approved by
Architect/Engineer.
G. Add air entraining agent to normal weight concrete mix for work exposed to exterior
H. Provide concrete to the following criteria:
Unit
Minimum Cement Content
Water/Cement Ratio (maximum)
Aggregate Size (maximum)
Fly Ash Content:
PART 3 EXECUTION
3.1 EXAMINATION
Measurement
517 pounds per cubic yard
0.45 by weight (mass)
1 inch
Maximum 15 percent of cement content.
A. Verify site conditions under provisions of Section 01039.
B. Verify requirements for concrete cover over reinforcement.
C. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete
are accurately placed, positioned securely, and will not cause hardship in placing
concrete.
3.2 PREPARATION
A. Prepare previously placed concrete by cleaning with steel brush and applying bonding
agent in accordance with manufacturer's instructions.
City of Lubbock, Bailey County Valve Stations
03300 - 5
71, B. In locations where new concrete is doweled to existing work, drill holes in existing
concrete, insert steel dowels and pack solid with epoxy grout.
3.3 PLACING CONCRETE
A. Place concrete in accordance with ACI 304 and 304.2R.
B.
Hot Weather Concreting: place in accordance with ACI 305R.
C.
Cold Weather Concreting: place concrete in accordance with ACI 306R.
D.
Notify Owner's Representative minimum 24 hours prior to commencement of operations.
E.
Ensure reinforcement, inserts, embedded parts, formed expansion and contraction joints,
are not disturbed during concrete placement.
48 hours
?I
F.
Saw -cut contraction joints within the next after concrete placement.
G.
At least 48 hours shall elapse between placing of adjoining concrete construction.
{
Thoroughly clean and remove all laitance and loose and foreign particles from isolation,
construction and contraction joints. Before new concrete is placed, coat all construction
joints with an approved bonding adhesive used and applied in accordance with
manufacturer's instructions.
H. Maintain records of concrete placement. Record date, location, quantity, air
temperature, and test samples taken.
I. Place concrete continuously between predetermined contraction and construction joints.
Do not interrupt successive placement; do not permit cold joints to occur.
3.4 CONCRETE FINISHING
A. Provide formed concrete surfaces to be left exposed with smooth finish.
B. Use sika Series 70 - sikagard @ 200 sq.ft./gal.
C. Do not use water as finishing aid. Use Confilm (Master Builders) or a similar product.
3.5 CURING AND PROTECTION
A. Immediately after placement, protect concrete from premature drying, excessively hot or
cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for
period necessary for hydration of cement and hardening of concrete.
3.6 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed in accordance with ACI 301 and under
provisions of Section 01400.
'I
City of Lubbock, Bailey County Valve Stations
03300 - 6
B. Provide free access to Work and cooperate with appointed firm.
C. Submit proposed mix design of each class of concrete to Owner's Representative and
testing firm for review prior to commencement of Work.
D. Tests of cement and aggregates may be performed to ensure conformance with specified
requirements.
E. Three concrete test cylinders will be taken for every 40 cubic yards or less of each class
of concrete placed.
F. One additional test cylinder will be taken during cold weather concreting, cured on job
site under same conditions as concrete it represents.
G. One slump test will be taken for each set of test cylinders taken.
3.7 PATCHING
A. Allow Owner's Representative to inspect concrete surfaces immediately upon removal of
forms.
B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Owner's
Representative upon discovery.
C. Patch imperfections in accordance with ACI 301.
3.8 DEFECTIVE CONCRETE A. Defective Concrete: Concrete not conforming to required lines, details, dimensions,
tolerances or specified requirements.
B. Repair or replacement of defective concrete will be determined by the Owner's
Representative.
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express
direction of Owner's Representative for each individual area.
END OF SECTION
City of Lubbock, Bailey County Valve Stations
n..
13500 - 1
SECTION 13500
PROGRAMMABLE LOGIC CONTROLLERS (PLC' S)
r
PART
1 GENERAL
1.1
SECTION INCLUDES
r,
A.
PLC Equipment Description.
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B.
Control Program for the PLC
i
1.2
SUBMITTALS
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A.
Submit under the provisions of Section 01300.
R
B.
Copies of documentation instead of the originals are not acceptable. Submit the
r^
following original documentation on the product:
(
i. Software including hard copies of programs.
ii. Shop Drawings including one line and circuit diagrams.
iii. Operation and Manitenance Manuals.
iv. Programming parameters of the product.
1.3
PLC GENERAL DESCRIPTION
A.
The intent of these specifications is to describe Programmable Logic Controllers,
hereafter referred to as PLC' S. All equipment shall be furnished with all
necessary hardware, software, and accessories to allow the unit(s) to operate as
j
specified after installation. No additional purchases shall be required to make the
unit(s) operational as specified.
PART
2 - PRODUCTS
l2.1
CURRENCY OF MODELS
�*
A.
All equipment shall new and shall be current production models. Discontinued
models and models about to be discontinued are not acceptable. All products
shall be factory assembled and fully tested.
mI
�,,,,
City of Lubbock, -Bailey County Valve Stations
13500 - 2
2.2 PRODUCT INFORMATION
A. The vendor shall submit detailed and illustrated descriptions for each product
quoted.
2.3 PRODUCT DEMONSTRATION
A. The City of Lubbock reserves the right to receive a demonstration of the product
to verify that all specified criteria can be met. The City of Lubbock also reserves
the right to reject any or all bids or accept the bid deemed most advantageous to
the City of Lubbock.
2.4 BID COMPLIANCE
A. The vendor shall comply with all specification requirements. Quotations shall be
submitted on the City of Lubbock's specification forms. All items on the forms
shall be addressed.
B. Any exception to any specification or part of a specification shall be cited and
explained fully in the bid. Otherwise, it is understood that all requirements will
be met exactly as specified and any equipment received that does not meet the
specification will be returned for full refund.
C. Quotations on items that do not meet the minimum specifications for each type of
equipment will not be considered unless those exceptions are thoroughly
explained in the space provided.
PART 3 - HARDWARE
3.1 DESCRIPTION
A. The PLC'S shall be modular in design. They shall be designed for rack mounting
with the CPU, power supply, and I/O in separate modules. They shall be
designed such that additional racks may be remotely connected to the CPU. The
PLC'S will be easily expandable for future needs.
B. The PLC'S will have A/C line protection built-in or will be provided with
external line protection provided. The PLC'S will operate on 120 volts AC.
C. The PLC'S will have processor capabilities to allow for additional VO and
program expansion for future needs.
D. The PLC'S will be programmable by IBM compatible personal computer through
City of Lubbock, Bailey County Valve Stations
i
13500 - 3
Ohm
Software provided by the vendor. Systems operational and installation manuals
and software guides will also be provided.
E. The PLC' S will also meet the following physical standards;
i. Operating temperature: 0 to 55 degree C.
ii. Humidity: 5% to 95% non -condensing.
F. All discrete outputs will be dry contact relay, form C. All inputs will be 12 VDC
or 24VDC with 12VDC being preffered voltage.
G. The PLC'S will have battery backup for CPU memory or non volatile memory
for the control program.
H. The analog 1/0 will be designed for 4-20mA inputs and outputs.
I. The PLC's shall have an I/O count minimum of 4 analog inputs, 11 discrete
outputs, and 3 discrete inputs with 20% expandibility possible on all 1/0.
J. The PLC's shall be able to communicate via Modbus protocol as RTU slaves.
PART 4 - EXECUTION
4.1 CONTROL PROGRAM
A. The PLC's are to control three different valves at each valve station. Each valve
station has a 12-inch, an 18-inch, and a 30-inch valve. The valves operate to
control line pressure between each station and the City of Lubbock distribution
system.
B. Each controller will maintain a pressure setting at each station. The pressure
settings will be set from either a local device (ie a potentiometer, thumbwheel
switch or other device)or will set by SCADA via the radio interface. Currently,
the control is done locally and the SCADA control is a future capability that will
be incorporated.
C. The controller will be interfaced to the current telemetry control by means of dry
contact outputs from the existing telemetry to the proposed controller.
D. There are three control points; 12-inch valve in control, 18-inch valve in control,
and 30-inch valve in control. The operation staff at the water treatment plant will
select one of the valves to be in control and SCADA will transmit this to the
valve station by means of the existing FSK telemetry equipment. The telemetry
equipment will pulse a relay and thereby select a valve to be in control.
r„ City of Lubbock, Bailey County Valve Stations
13500 - 4
E. .When a valve goes into control, the controller will close the other valves and
insure that they stay closed. The valve in control will open or close to maintain
the preset pressure.
G. If the pressure falls below the preset, the controller will close the valve and
conversely if the pressure rises above the preset, the controller will open the
valve. This is done until the pressure stays within 5 to 10% of the preset. The
pressure presets are different for each valve and, vary from one valve station to
the next. The proposed controller will enable the operation staff to remotely set
the pressure presets from SCADA system.
H. The 12, 18, and 30-inch valves are controlled by two solenoids on each valve.
The proposed controller will operate the valves by pulsing the solenoids with an
off time and an on time cycle timer. The off time and on time will need to be
externally adjustable to adjust for wear on the valves.
The valves will have valve position indicators that will be read into the controller
for transmission back to future SCADA link. In addition the line pressure will be
monitored from the future SCADA link. All four of these analog points will have
to interface to the current telemetry in the station.
J. Discrete status points that will have to be monitored will be power fail, generator
on, and valve in control. These points will need to be interfaced to the existing
telemetry at each station
K. The local controls may be of a touch screen type and the inputs could be read by
the PLC without having to use additional I/O in the PLC. All data used in the
control program (ie on -off cycle times and pressure setpoints) will represented in
data registers that can be accessed and manipulated via local controls and by the
future SCADA link (MODBUS or other open protocol).
L. The control program shall contain a routine that will enable the PLC to
automatically select a larger valve if a preset pressure is exceeded for a preset
time. The pressure and time setting will be adjustable locally and remotely by use
of data registers and local controls.
END OF SECTION
City of Lubbock, Bailey County Valve Stations