HomeMy WebLinkAbout024907 - Construction-Related - Contract - Walt Williams Construction Company, Inc.[1 E6TY SECRETARY CONTR CT ® Y �1 l
(U1 D.O.E. FILE
CO ITWACTQF S BONDING CO. SPECIFICATIONS
[I AND
CON5TCTOS¢ � Y CONTRACT DOCUMENTS
FOR
THE CONSTRUCTION OF
[] CL!E T DEPA TM
ROSEN AVENUE - FROM TWENTY EIGHT STREET TO AZLE AVENUE AND
0 FROM AZLE AVENUE TO TWENTY THIRD STREET
UNIT I WATER AND SANITARY SEWER IMPROVEMENTS
SECTION A: FROM TWENTY EIGHT STREET TO AZLE AVENUE AND
FROM AZLE AVENUE TO TWENTY THIRD STREET
WATER PROJECT NO. PW53 - 060530173480
SECTION B: FROM TWENTY EIGHT STREET TO AZLE AVENUE AND
FROM AZLE AVENUE TO TWENTY THIRD STREET
SEWER PROJECT NO. PS58 - 070580172990
UNIT II PAVING AND STORM DRAINAGE IMPROVEMENTS
SECTION A: FROM TWENTY EIGHT STREET TO AZLE AVENUE
PROJECT NO. CIII-020111040374 (DOE 740)
SECTION B: FROM AZLE AVENUE TO TWENTY THIRD STREET
PROJECT NO. CIII-020111040375 (DOE 741)
FOR
THE CITY OF FORT WORTH,
BOB TERRELL
CITY MANAGER
HUGH A. MALANGA, P.E.
Is DIRECTOR
TRANSPORTATION AND
PUBLIC WORKS
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FILE NO. K-XXXX
1999
TEXAS
O �{FIICBAL DECO
COf,c Y
RoCftUtSbQ
KENNETH BARR
MAYOR
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR
DEPARTMENT OF ENGINEERING
4 I' 1 �'•8i.
LEE C. BRADLEY, JR., P.E.
DIRECTOR
WATER DEPARTMENT
Prepared by:
METO TECH ENGINEERS ASSOC. INC.
fl ENGINEERS, SCIENTISTS AND PLANNERS
FORT WORTH, TEXAS
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CITY OF FORT WORTH
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Department of Engineering
Addendum No. 1
To The Plans And Contract Documents
For
THE RECONSTRUCTION OF
ROSEN AVENUE
FROM TWENTY EIGHT STREET TO AZLE AVENUE
FROM AZLE AVENUE TO TWENTY THIRD STREET
UNIT 1: WATER PROJECT NUMBER PW53-060530173480
SEWER PROJECT NUMBER PS58-070580172990
UNIT 2: PAVING AND DRAINAGE C111-020111040430
C111-020111040431
JANUARY ,1999
The following information shall constitute Addendum No.I to the Contract Documents as
identified above. This Addendum must be properly acknowledged by the Bidder by
signing in the space provided in the proposal section of the contract documents submitted
for bid opening. Failure to indicate receipt of this Addendum shall be grounds for
rendering the bid non -responsive. This Addendum is part of the contract Documents and
will be bound into the executed contracts. The following information shall supersede any
and all conflicting written or verbal information previously provided:
Unit 1: WATER AND SEWER
SPECIFICATIONS: Part B — Proposal
Bid Item 1 - 8" Water Pipe, Change Quantity from 877 L.F. to 610 L. F.
11 - Cast Iron Fitting, Change Quantity from .1 Ton to 1.5 Ton
14 — Vertical Deflection in 8" Waterline, Delete this item in its entirety
(See note #4 page 4)
ADD THE FOLLOWING PAY ITEMS:
Unit Price
22 1 EA. 12" Gate Valve @ $
Dollars &
Cents Per EA.
23 1 EA. 12" X 6" Reducer @ $
Dollars &
Cents Per EA.
24. 280 L.F.. 12" Water Pipe @
Dollars &
Cents Per L.F.
25. 1 EA. 24"x12" Tapping Sleeve
and Valve $
Dollars &
Cents Per EA.
Page - 1
Total Amount Bid
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26. 1 EA. Exploratory Excavation of
existing 24" water line.
(to include Temp. Pavement
repair per Fig. B, Case 3) $ $
Dollars &
Cents Per EA.
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PLANS:
1. Placement of all Water Meters and Meter Boxes shall be installed as per City of Fort
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Worth Water Department Standard Figure 2 of the General Contract Documents.
2. Sheet 5 - The size of proposed 8" water line "Line A" shall be changed to a 12"
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water line, and a cross over to the existing 24" water line shall be added. The attached
exhibit shall become a part of the plans and specifications.
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3. Sheet 8 - Add Note: Contractor shall provide a Vertical Bend in the 8" Water under
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the storm drain lead to match the grade of the existing water line in Azle St., by use
of combination 45° Bends and "Tee", All cost shall be subsidiary to price of pipe
and fitting.
4. At all locations where the proposed water line is shown on plan to cross existing or
proposed sanitary sewer line and any existing storm drain line, the contractor shall
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excavate at each location and determine if the proposed water line can be installed at
the standard depth. If it cannot be installed at the standard depth, the contractor shall
provide a grade change to traverse under the sewer or the storm drain. This change
will be provided by the use of combination 45° bends. Depth of water line under a
sewer line or storm drain line shall not be closer than 2 feet barrel to barrel. All cost
associated shall be considered subsidiary to the unit price of the pipe and fittings.
O 5. Sheet 8 - Delete note that reads "Remove /Replace 35 L.F. of Existing 8" water
provide 812 S.F. Permanent HMAC pavement repair per Fig 4". Replace with the
Following. "Contractor shall remove and replace approximately 15' of existing 8"
U water line in Azle Ave. to remove the connection of the old 4" water line, then install
the new 8"x8"x8" "Tee" and an 8" gate valve to each side of "TEE". Contractor
shall repair trenches per Figure 4, an area of surface HMAC course of approximately
Q23'x30' shall be saw cut, removed and one surface course shall be installed.
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6. Sheet
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9 - The intent is to replace the sewer line in place without the possibility of
going through the storm drain. There are various structures that the proposed sewer line
must cross. It is required that the contractor expose several locations of the sewer line to
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determine if a straight-line grade can be accomplished. If not the contractor shall inform
the Engineer immediately.
7. Sheet 10: Back fill for non -paved area shall be Type B or C.
Back fill for paved areas shall be per fig. B, Case 3.
8. Sheet 10: Sta. 2+45.39 Proposed 8" sanitary sewer line, the contractor shall center
one length of 8" D.I.P. pipe over proposed Water line location.
Ii9.
Sheet 12: At Note that makes reference to the Pressure Plan Valve shall read"
Pressure Plan Valve Shall remain CLOSED at all times"
At Sta. 5+49.10, the contractor shall install a new 8"x8" cross.
a10.
Sheet 14: Records of existing water lines south of this station do not exist. The size,
shape, configuration and directetion is unknown. Contractor shall extend new 8"
water line south, approximately 15' in same direction of existing water line, and
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provide a reducer, to match existing pipe. The reducer shall be located at the
pavement transition area.
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The contractor shall be advised that service may be supplied from this location to the
school. The price bid for temporary service shall also include temporary service for
the school.
The water service shall come from the same pressure plain.
Page - 3
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oUNIT II
ciPLANS
1. ADA Wheel Chair ramp standard shall be a part of this construction project and part
• of the specifications and contract documents. A copy of standard can be obtained at
U the plans desk of the Department of Engineering.
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Wheel Chair Ramps shown at intersection of 28`h St. shall be a Type III with no
variable curb.
2. Sheet 16: From Sta. 0+50 + to Sta. 2+00+ right, a sidewalk exist between the curb
and sidewalk. This walkway shall also be removed and replaced.
3. Sheet 17 Sta. 5+97+ Rt. Contractor shall NOT remove and replace Light Pole.
Contractor shall, prior to construction contact the City's Light and Signal Division to
have them remove and replace if required.
aAt Sta. 5+90.54 and 6+48.54, the contractor shall employ epoxy number 5 smooth
dowels into existing concrete pavement, and provide an expansion joint side of the
Qnew pavement side.
4. All Storm Drain manholes shall have covers adjusted to match proposed pavement
grade. All cost shall be subsidiary.
5. Sheet 19— The existing driveways at Stations 10+75+ and 11+75+ to the Right shall
O NOT be removed. Contractor shall dowel and employ epoxy # 4 deformed bars at
12" on center. All cost shall be subsidiary to the pavement unit price.
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RECEIPT ACKNOWLEDGED:
WALT WILLIAMS CONST. INC:
P. O. BOX 4620
FORT WORTH, TEXAS 76164
A. DOUGLAS RADEMAKER, P.E.
DIRE , PT. OF ENGINEERING
Rick Trice, P.E.
Manager, Consultant Services
Page - 4
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4- North
STA. 1+70
Install 12"x12" Tee
w/ 18L.F. 12" pipe to East
Install 24"x12" Taping Sleeve and Valve
24' W
ROSEN
LINE 'A'
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Install - 12" Gate Valve
12" x 6" Reducer
(F-117)
6-408)
3 3
12'
t—�
(2036-408)
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Install 12" Water Line (5' to 12' Depth) I
In lieu of 8" Water line as specified on plans
Remove existing 8"x4" reducer See plans for Stationing
Provide 12"x8" reducer
Connect Proposed 12" Water
Prior to purchase of 24"x12" Tapping sleeve and valve Contractor shall perform an exploratory
excavation at Sta. 1+70 to verify material type and size of 24" C.I.P. water line and to determine
depth for proposed 12" water line at Sta. 1+70.
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NOTICE TO BIDDERS
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Sealed Proposals for the following:
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FOR: RECONSTRUCTION OF:
ROSEN AVENUE - FROM TWENTY EIGHT STREET TO AZLE
AVENUE: (DOE 740) AND FROM AZLE
AVENUE TO TWENTY THIRD STREET (DOE
741)
UNIT I: WATER AND SANITARY SEWER IMPROVEMENTS
UNIT II: PAVING AND STORM DRAINAGE IMPROVEMENTS
Addressed to Mr. Bob Terrell, City Manager of the City of
Fort Worth, Texas, will be received at the Purchasing Office
until 1:30 p.m., Thursday,. February 25., 1999, and then
publicly opened and read aloud at 2.00 p.m., in the Council
Chambers.
Plans, Specifications and Contract Documents for this
project may be obtained at the office of the Department of
Engineering, Municipal Office Building, 1000 Throckmorton
Street, Fort Worth, Texas. One set of plans and documents
will be provided for a deposit of $40.00.
The Proposal sections of the special contract documents are
arranged to allow the contractor to submit a bid on each
individual proposal. This document is designed as two
separate contract documents and proposals and shall not be
construed as being a package. The total low bid of each
proposal is the apparent successful bidder. If the
contractor only submits a bid on one proposal, and is the
lowest price total, the Contractor will be the apparent
successful bidder for this individual proposal.
For additional information, please contact Mr. Charles L.
Griffith, P.E. at the offices of Metro Tech Engineering
Assoc. , (817) 335 2466 or Mr. Abe Calderon, P.E., Project
Manager, at the City of Fort Worth, at (817) 871-7899.
Advertising Dates:
January 28, 1999
February 4, 1999
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COMPREHENSIVE NOTICE TO BIDDERS
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Sealed Proposals for the following:
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FOR: RECONSTRUCTION OF:
ROSEN AVENUE - FROM TWENTY EIGHT STREET TO AZLE
AVENUE: (DOE 740) AND FROM AZLE
AVENUE TO TWENTY THIRD STREET (DOE
741)
UNIT I: WATER & SANITARY SEWER REPLACEMENTS
PW53 - 060530173480
PS58 - 070580172990
O UNIT II: PAVEMENT RECONSTRUCTION
O111-020111040430
Clll-020111040431
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Addressed to Mr. Bob Terrell, City Manager of the City of
Forth Worth, Texas, will be received at the Purchasing
Office until 1:30 p.m., Thursday February 25, 1999, and then
be publicly opened and read aloud at 2:00 p.m. Plans,
Specifications and Contract Documents for this project may
be obtained at the office of the Department of Engineering,
Municipal Office Building, 1000 Throckmorton Street, Fort
Worth, Texas. A forty dollar ($40.00) deposit is required
for the first set of documents and additional sets may be
purchased on a non-refundable basis for forty ($40.00) per
set. These documents contain additional information for
prospective bidders.
All bidders will be required to comply'with Provision 5159a
of "Vernon's Annotated Civil Statutes" of the State of Texas
with respect to the payment of prevailing wage rates and
City Ordinance No. 7278, as amended by City Ordinance No.
7400 (Fort Worth City Code Sections 13-A-29), prohibiting
discrimination in employment practices.
Bid security is required in accordance with the applicable
Special Instructions to Bidders.
The major work on the above -referenced project shall consist
of the following:
Unit I 2900
LF
8
- Inch
PVC Water
2
EA
6
- Inch
Gate Valves
12
EA
8
- Inch
Gate Valves
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2
EA
6
- Inch
Fire Hydrant Assembly
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400
LF
8
- Inch
Sanitary Sewer Pipe
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4 EA Standard 4' Diameter Manholes
Unit II 10960 SY 6" Reinforced Concrete
Pavement
11252 SY Lime Stabilized Subgrade
6258 LF Concrete Curb
133 TONS Hydrated Lime
4 EA 10' Curb Inlets
10040 SF 6" Reinforced Concrete
Driveways
Included in the above will be all other items of
construction as outlined in the Plans and Specifications.
The City reserves the right to reject any and/or all bids
and waive any and/or all formalities.
AWARD OF CONTRACT: No bid may be
expiration of sixty (60) days from the
The award of contract, if made, will
days after the opening of bids, but
award be made until all the necessa
made as to the responsibility of the
proposed to award the contract.
withdrawn until the
date bids are opened.
be within sixty (60)
in no case will the
ry investigations are
bidder to whom it is
Bidders are responsible for obtaining all addenda to the
('j contract documents and acknowledging receipt of the addenda
U by initialing the appropriate spaces on the PROPOSAL form.
Bids that do not acknowledge receipt of all addenda may be
rejected as been non -responsive. Information regarding the
status of addenda may be obtained by contacting the
Department of Engineering at (817) 871 7910.
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In accordance with the City of Fort Worth Ordinance No.
11923, the City of Fort Worth has goals for the
participation of Disadvantaged Enterprise in City contracts.
Copies of the Ordinance can be obtained from the Office of
the City Secretary. The bidder shall submit the MBE/WBE
UTILIZATION FORM, PRIME CONTRACTOR WEIVER FORM and/or GOOD
FAITH EFFORT FORM, ("Documentation") as appropriate. The
documentation must be received no later than 5:00 PM, five
(5) City business days after the bid opening date. The
bidder shall obtain a receipt from the appropriate employee
of the managing department to whom delivery was made. Such
receipt shall be evidence that the documentation was
received by the delivery the City. Failure to comply shall
render the bid -responsive.
The Proposal sections of the special contract documents
arranged to allow the contractor to submit a bid on
individual proposal. This document- is designed as
separate contract documents and proposals and shall no
construed as being a package. The total low bid of
fl proposal is the apparent successful bidder. if
contractor only submits a bid on one proposal, and is
are
each
two
be
each
the
the
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lowest price total, the Contractor will be the apparent
ii successful bidder for this individual proposal.
The managing department for this project is the Department
Q of Engineering. For additional information, contact Mr.
Charles L. Griffith, P.E., at the offices of Metro Tech
Engineering, 817 335 2466 or Mr. Abe Calderon, P.E., at
(817) 332 5474, Ext 36.
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BOB TERRELL
LI CITY MANGER
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GLORIA PEARSON
CITY SECRETARY
EliADVERTISING DATES:
January 28,1999 DEPARTMENT OF ENGINEERING
O February 4,1999 A. DOUGLAS RADEMAKER, P. E. ,
DIRECTOR
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By:
URick Trice, P. E.
Manager,
Consulting Services
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CITY OF FORT WCERT
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HIGHWAY C�ONIRUCTION
PREVAILING WAGE RATE FOR 1995
CLASSIFICATION
RATE
CLASSIFICATION
RATE
AIR TOOL OPERATOR
$7.554
MILLING MACHINE OPERATOR
$6.650
ASPHALT RAM
$8.565
MIXER (OVER 16 C.F.)
$9.000
ASPHALT SHOVELER
$8.255
MIXER (16 C.F. & LESS)
S7.913
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BATCHING PLANT WEIGHER
$9.371
MIXER- CONC ETE PAVING
S9.500
BATTERBOARD SETTER
$8.920
MO►ICR GRADER OPUT
CARPENTER
59.447
(FINE GRADE)
$10.346
CONCRETE FINISHER (PAV)
$9.345
MOTOR GRADER OPERATOR
$9.891
QONCREM FINISHER (SIRS)
59.058
PAVEMENT MARKING MACHINE
$6.402
VIII
��rE I3a�
ELFJC'IRICThN
S7.733
$12.761
PC6'fl OLE DRILLER OPERATOR
ROLLER, STEEL
$9.000
FI.AGGER
$5.598
My
(PLANT -MIX PAVE NTS)
$8.339
FCR 4 BUILDER (SIRS)
$8.717
R 'ii ym
D
FCYRt4 LINER
$8.913
,L,ER,
. (FIATNHEEL CR TAMPING)
57.963
FORH SET= (PAV & CURB)
$8.686
ROLLER, PNEUMATIC SELF- PRO 57.403
FC4 i SETTER (STRUCTURES)
$8.427
SCRAPER- 11 C.Y. & LESS
$8.138
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IABOi2FR, CXMfON
S6.402
SCRAPER -OVER 17 C.Y.
$8.205
LABORER, UTILITY
S7.461
SIDE BOCH
$7.793
ME ANIC
510.658
TRACTOR- C RAWLERR TYPE
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OILER
SERVICE R
$8.698
$8.104
(150 HP & LESS)
TRACTOR-
S8.448
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CER RAWLTYPE
PILEDRIVER
57.500
(OVER 150 HP)
$8.873
PIPELAYER
B TER
$8.509
TRACTOR -PT ATIC
$7.735
S11.333
TRAVELING MIXER
$7.615
E UIPMENT OPERATORS
TRENCHING MACHINE -LIGHT
$8.188
ASPHALT DISTRIBUTOR
$8.404
TRENCHING MACIiINE-HEAVY
S12.498
ri
ASPHALT PAVING MACHINE
59.053
WAGCV-DRILL, BORING MACHINE
$9.000
BROOM CR SWEEPER OPERATOR
$7.908
REINFORCING STS, SETTER
BULLDOZER, 150 HP OR LESS
$8.703
(PAVING)
$9.218
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B ULLDOZOVER FR, 150 HP
$9.160
REINFORCING STEEL SETTER
CONCRETE PAVING CURING MACH.
$8.213
(STRUCPJRAL)
$11.548
CONCRETE PAV FINISHING MACCH.
$9.453
SI'E& WORi(R-SIRUCIVRAL
$16.300
CONCRETE PAVING t44 GRADER
$8.500
SIGN ERECTOR
$11.436
CONCREJOINT M
TE PAVING ACII.
59.042
SPREADER BOX OPERA
56.988
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CONCRETE PAVING JOINT SEALR
$7.350
BARRICADE SERVICER ZONE WK.
S6.402
CONCRETE PAVING FLOAT
$7.875
MOUNTED SI( INSTALLER
CONCRETE PAVING SAW
$9.290
(P 2 N Nr (ROUND)
S6.402
D
CONCRE�'E PAVING SPREADER
$9.750
TRUCK DRIVER -SINGLE AXLE
SLIPFORM MACHINE
$9.000
(LIGHT)
S7.465
Q2ANE,CLAMSiELL, BACKHOLE,
59.000
TRUCK DRIVER -SINGLE AXLE
DERRICK, DRAGLINE, SHOVEL
$8.067
afl
(LESS TI AN 1 1/2 CY)
$9.513
TRUCK DRIVER TANDF14 AXLE
Ci2AZE,Cl1iELL, BAQcHOLE,
(SEMI —TRAILER)
$7.816
DERRICK, DRAGLINE, SHOVEL
TRUCK DRIVER-LOWAOY/FLOAT
59.653
(1 1/2 CY & OVER)
$10.517
TRUCK DRIVER -TRANSIT MIX
$7.507
CRUSHING OR SCRNG PLT OPR.
59.500
TRUCK DRIVER -WINCH
$8.200
ELEVATING GRADER
FOUNDATION DRILL OPERATOR
VIBRATOR OPERATOR
WELDER
$7.000
Li
$10.459
(LFR MOUNTED)
$10.000
FOUNDATION DRILL OPERATOR
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JUNE 6. 1995
HUMAN RESOURCES
95H(WY
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UNIT I
(WATER AND SANITARY SEWER)
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SPECIAL INSTRUCTIONS TO BIDDERS
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a SPECIAL INSTRUCTION TO BIDDERS
(WATER DEPARTMENT)
1] 1. PREOUALIFICATION R OUI F NT: All contractors submitting bids • are required
to be prequalified by the Fort Worth Water Department prior to submitting bids. This
aprequalification process will establish a bid limit based on a technical evaluation and
financial analysis of the contractor. It is the bidder's responsibility to submit the following
documentation: a current financial statement, an acceptable experience record, an
acceptable equipment schedule and any other documents the Department may deem
necessary, to the Director of the Water Department at least seven (7) calendar days prior
ato the date of the opening of bids.
a(a) The financial statement required shall have been prepared by an independent certified
public accountant or an independent public accountant holding a valid permit issued
U by an appropriate State licensing agency and shall have been so prepared as to reflect
the financial status of the submitting company. This statement must be current and not
more than one (1) year old. In the case that a bidding date falls within the time a new
astatement is being. prepared, the previous statement shall be updated by proper
verification.
(b) For an experience record to be considered to be acceptable for a given project, it must
reflect the experience of the firm seeking qualification in work of both the same nature
and technical level as that of the project for which bids are to be received.
O(c) The Director of the Water Department shall be the sole judge as to the acceptability
for financial qualification to bid on any Fort Worth Water Department project.
(d) Bids received in excess of the bid limit
shall be considered non -responsive and will be
rejected as such.
(e) The City, in it's sole discretion, may reject any bid for failure to demonstrate
Dexperience and/or expertise.
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(f) Any proposals submitted by a non-prequalified bidder shall be returned unopened, and
if inadvertently opened, shall not be considered.
[1 (g) The City will attempt to notify prospective bidders whose qualifications (financial or
experience) are not deemed to be appropriate to the nature and/or magnitude of the
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project on which bids are to be received. Failure to notify shall not be a waiver of any
necessary prequalification. 1
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[7] 2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the City of
Fort Worth in an amount of not less than five percent (5 %) of the largest possible total of
the bid submitted must accompany the bid, and is subject to forfeiture in the event the
successful bidder fails to execute the Contract Documents within (10) days after the
a contract has been awarded. To be an acceptable surety on the bond, (1) the name of the
surety shall be included on the current U.S. Treasury, or (2) the surety must have capital
and surplus equal to ten times the limit of the bond. The surety must belicensed to do
[I business in the State of Texas. The amount of the bond shall not exceed the amount shown
on the Treasury list or one -tenth (1/10) the total capital and surplus.
3. BONDS: Aperformance bond, apayment bond
and a maintenance bond each for one
hundred (1000) percent of the contract price will be required, Reference C 3-3.7.
4. WAGE RATE: Not less than the prevailing wage rates established by the City of fort
[I Worth, Texas and as set forth in the contract documents must be paid on this project.
D5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the
Proposal the City reserves the right to adopt the most advantageous construction thereof
to the City or to reject the Proposal.
6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas.
7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the
flCity of Fort Worth will not award this contract to a nonresident bidder unless the
nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a
nonresident bidder to obtain a comparable contract in the State in which the nonresident's
principal place of business is located.
"Nonresident bidder' means a bidder whose principal place of business is not in the State
fl of Texas, but excludes a contractor whose ultimate parent company or majority owner has
its principal place of business in the State of Texas.
aThis provision does not apply if this contract involves Federal funds.
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II.
I] The appropriate blanks of the Proposal must be filled out by all nonresident bidders in
order for the bid to meet specifications. The failure of a nonresident contractor to do so
Eli. will automatically disqualify that bidder.
fl8. PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid
within forty-five (45) calendar days after completion and acceptance by the City.
[] 9. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal
Government, Contractor covenants that neither it, nor any of its officers, members, agents,
employees, program participants or subcontractors while engaged in performing this
contract, shall, in connection with the employment, advancement or discharge of
employees in connection with the terms, conditions or privileges of their employment,
discriminate against persons because of their age except on the basis of a bona fide
occupational qualification, retirement plan, or statutory requirement.
Contractor further covenants that neither it nor its officers, members, agents, employees,
[J subcontractors, program participants, or persons acting on their behalf, shall specify, in
solicitations or advertisements for employees to work on this contract, a maximum age
limit for such employment unless the specified maximum age limit is based upon a bona
fide occupational qualification, retirement plan or statutory requirements.
OContractor warrants it will fully comply with the policy and will defend, indemnify and
hold City harmless against any claims or allegations asserted by third parties or
�'j subcontractors and/or its subcontractors' alleged failure to comply with the above
�J referenced Policy concerning age discrimination in the performance of this agreement.
1] 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act
of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not
unlawfully discriminate on; the basis of disability in the provision of services to the
general public, nor in the availability, terms and/or conditions of employment for
aapplicants for employment with or employees of Contractor or any of its subcontractors.
Contractor warrants it will fully comply with the ADFA's provisions and any other
U. applicable Federal, State and local laws concerning disability and will defend, indemnify
and hold City harmless against any claims or allegations asserted by third parties or
subcontractors against City arising out of contractor's and/or its subcontractors' alleged
Dfailure to comply with the above referenced Policy concerning age discrimination in the
performance of this agreement.
ft..
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Q 11. MINORITY AND WOMEN BUS SS ENTERPRISES: In accordance with the City
of Fort Worth Ordinance No. 11923 the City of Fort Worth has goals for the participation
of minority business enterprises and women business enterprises in City contracts. A copy
aof the Ordinance can be obtained from the Officeof the City Secretary. In order fora bid
to be considered responsive the AFFIDAVIT STATEMENT included within these bid
fj 0 documents must be completed and submitted with the bid. Failure to submit the completed
AFFIDAVIT STATEMENT shall render the bid non -responsive. In addition, the bidder
a shall submit the MBE/WBE UTil IZATION FORM,.PRIME CONTRACTOR WAIVER
FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate.
The documentation must be received no later than 5:00 PM, five (5) City business days
after the bid opening date. The bidder shall obtain a receipt from the appropriate employee
of the managing department to whom delivery was made. Such receipt shall be evidence
that the documentation was received by the City. Failure to comply shall render the bid
nonresponsive.
DUpon request, Contractor agrees to provide the Owner complete and accurate information
regarding actual work performed by a Minority Business Enterprise (MBE) and/or a
aWomen Business Enterprise (WEE) on the contract and payment thereof. Contractor
further agrees to permit any audit and/or examination of any books, records or files in its
fl possession that will substantiate the actual work performed by an MBE and/or WEE. The
LI misrepresentation of facts (other than a negligent misrepresentation) and/or the commission
of fraud by the Contractor will be grounds for termination of the contract and/or initiating
aaction under appropriate federal state or local laws or ordinances relating to false
statements. Further, any such misrepresentation (other than a negligent misrepresentation)
and/or commission of fraud will result in the Contractor being determined to be
irresponsible and barred from participating in City work for a period of time of not less
n than three (3) years.
.D
Revised 9/24/97 :
U A:\SIB.WTR
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CITY OF FORT WORTH
Department of Engineering
Addendum No. 2
I
To The Plans And Contract Documents
For
THE RECONSTRUCTION OF
ROSEN AVENUE
FROM TWENTY EIGHT STREET TO AZLE AVENUE
FROM AZLE AVENUE TO TWENTY THIRD STREET
UNIT 1: WATER PROJECT NUMBER PW53-060530173480
SEWER PROJECT NUMBER PS58-070580172990
UNIT 2: PAVING AND DRAINAGE C l l 1-020111040430
C111-020111040431
February ,1999
The following information shall constitute Addendum No.I to the Contract Documents as
identified above. This Addendum must be properly acknowledged by the Bidder by
signing in the space provided in the proposal section of the contract documents submitted
for bid opening. Failure to indicate receipt of this Addendum shall be grounds for
rendering the bid non -responsive. This Addendum is part of the contract Documents and
will be bound into the executed contracts. The following information shall supersede any
and all conflicting written or verbal information previously provided:
ii . .
OUnit 1: WATER AND SANITARY SEWER IMPROVEMENTS
A. The following shall be corrections to Addendum No. 1 (pages 1 & 2)
CHANGE
FROM "Bid Item 1 - 8" Water Pipe, Change Quantity form 877 L.F. to 610 L.F.
11 - Cast Iron Fitting, Change Quantity from .1 to 1.5 Ton
14 - Vertical Deflection in 8" Waterline, Delete this item in its
entirety ( see note # 4 page 4) "
TO "Bid Item 1 - 8" Water Pipe, Change Quantity form 2,900 L.F. to 2,620 L.F.
7 - Cast Iron Fitting, Change Quantity from 1 to 1.5 Ton"
14 - Vertical Deflection in 8" Waterline, Delete this item in its
entirety ( see note # 4 page 2) "
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CHANGE
The numbering sequence of the new Pay Items to be Added to Unit 1
Form 22,23,24,25,26 To 17,18,19,20,21
B. For Clarification Only
The M/WBE goal set for Unit 1 Water and Sewer is 19%
a
0 UNIT II: PAVING AND STORM DRAINAGE IMPROVEMENTS
PROPOSAL (page 9)
DELETE the stated allowed time for construction "95 Working Days".
0 The allowed construction time for this project is set up in
"SPECIAL CONDITIONS" Item 46 — Construction Sequence to be followed by both
Utility Contractor and Paving Contractor.
0
RECEIPT ACKNOWLEDGED: A. DOUGLAS RADEMAKER, P.E.
DIRECTOR, DEPT. OF ENGINEERING (7 ( c& By:
Rick Trice, P.E.
WALT WILLIAMS CONST. INC. Manager, Consultant Services
P. O. BOX 4620
I FORT WORTH, TEXAS 76164
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to pay not less than the Prevailing Wage Rate for Street, Drainage and
Utility Construction as established by the City of Fort Worth, Texas.
Within ten (10) days of receipt of notice of acceptance of the bid, the
undersigned will execute the formal contract and will deliver an approved
Surety Bond for the faithful performance of this contract. The attached
deposit check in sum of Dollars ( $ ) is to become
the property of the City of Fort Worth, Texas, or the attached Bidder's
Bond is to be forfeited in the event the contract and bond are not executed
within the time set forth, as liquidated damages for delay and additional
work caused thereby.
I (We) acknowledge receipt of the following addenda to the plans and
specifications, all of the provisions and requirements of which have been
taken into consideration in preparation of the forgoing bid:
Addendum No. 1 (Initials) Addendum No. 3 (Initials) .44
Addendum No. 2 (Initials) Addendum No. 4 (Initials)
El (SEA
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Date: J'.ua- ' 2S��94Q
Respectively Submitted,
By•
Ad ress : xb6.x 44ze e!;; ,T<, s
Telephone :>> Gz�- 8Z / 7eo «¢-
ci 10
FEB J8JL
CITY OF FORT WORTH
Department of Engineering
I
Addendum No. 3
To The Plans And Contract Documents
I
For
THE RECONSTRUCTION OF
ROSEN AVENUE
I
FROM TWENTY EIGHT STREET TO AZLE AVENUE
FROM AZLE AVENUE TO TWENTY THIRD STREET
0
UNIT 1: WATER PROJECT NUMBER PW53-060530173480
SEWER PROJECT NUMBER PS58-070580172990
UNIT 2: PAVING AND DRAINAGE C111-020111040430
C111-020111040431
I
February ,1999
I
IThe following information shall constitute Addendum No.1 to the Contract Documents as
identified above. This Addendum must be properly acknowledged by the Bidder by
signing in the space provided in the proposal section of the contract documents submitted
for bid opening. Failure to indicate receipt of this Addendum shall be grounds for
rendering the bid non -responsive. This Addendum is part of the contract Documents and
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will be bound into the executed contracts. The following information shall supersede any
and all conflicting written or verbal information previously provided:
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ADDENDUM #1
"All
Delete note #4 on page 4. Storm Drain manholes shall have covers adjusted to match
proposed pavement grade. All cost shall be subsidiary."
"Remove
To attached water plan, Change note existing 8"x4" reducer, Provide 12"x8"
reducer, Connect Proposed 12" Water" to "Remove existing 12"x8" reducer, remove 12"
Dx
12" Tee for reuse at station 1+70 and replace Tee with existing 12" gate valve, connect
proposed 12" water."
IjUNIT
2— PAVING AND DRAINAGE
Proposal Section
"Project
Pay Item 2 on page 2 Designation Sign" shall be Pre -Bid at a unit cost of
$ 300.00/ Ea.
"
Pay Item 15 on page 4 4" Top Soil"
Change 1360 S.Y. to 25 C.Y., Item shall be Pre -Bid at a unit cost of $ 9.00/ C.Y.
Pay Item 17 on page 4 "Adjust Water Valve Box" shall be Pre -Bid
at a unit cost of $ 200.00 /Ea.
Pay Items 18 on page 4 Change" " 1 Ea. Sanitary Sewer Manhole" to " 3Ea.
p g g Adjust
Adjust Manholes" Item shall be Pre -Bid at $ 350.00/ Ea.
Pay Item 19 on page 4 "Adjust Water Service Meter Boxes" shall be Pre -Bid at a unit
cost of $ 35.00/ Ea.
Pay Item 2 on page 6 "Project Designation Sign" shall be Pre -Bid at a unit cost of
$ 300.00/ Ea.
Pay Item 15 on page 8 " 4" Top Soil"
Change 2131 S.Y. to 30 C.Y., Item shall be Pre -Bid at a unit cost of $ 9.00/ C.Y.
Pay Item 18 on page 8 "Adjust Water Valve Box" shall be Pre -Bid at a unit cost of
$200.00/Ea.
Pay Item 19 on page 9 Change from "Adjust Water Services and Meter Boxes" to
"Adjust Water Service Meter Boxes" and item shall be Pre -Bid at a unit cost of
$ 35.00/ Ea.
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Unit Price Total Amount Bid
21. 2 EA. Adjust Manholes @ $ ism f' $ El yYdQ ,4/4e'#e)
7as.
�iorY
Dollars & _o
Cents Per EA.
El Unit 2 -Special Conditions Item 20- Construction (Top Soil)
Replace with the Following.
"The proposed quantities shown are calculated to provide topsoil 4 to 6 inches in depth
El (compacted) over the parkway area and do not include deeper than design depth behind
the curb. The pay item is intended to pay for topsoil that must be imported where
suitable material is either not available on the job or cannot reasonably be stored on-
site. Payment will be made on the basis of loose truck volume (full truck with
sideboards up) thickets may be substantially less than the proposal quantities listed."
Unit 1 -Special Conditions D-86 and Unit 2 -Special Conditions 46.
Construction sequence to be followed by both Utility Contractor and Paving Contractor.
Change:
"Upon completion of the Utility contractor's work on the first section, the Paving
4
contractor shall commence the planned street reconstruction. The Paving contractor shall
be required to schedule his work based on the City's intent for the reconstruction of the
fl
two sections and on the Utility contractors schedule as shown above. Upon completion of
the first section the Paving contractor will not be allowed to start construction of the
second section of Rosen St. until the Utility contractor has received a final on his work.
a
The Paving contractor shall not proceed to the second section of Rosen St. until notified
by the City's assigned inspector. This notification will give 30 calendar day from the
date of the notice to commence construction on the second part. Time will start when the
contractor starts work or at the end of the 30 calendar days period, whichever comes
El
first."
LI
To:
"Upon acceptance by the City of the Utility contractor's work on the first section, the
Paving Contractor shall receive notification to commence the planned street
reconstruction of the first section. The Paving contractor shall be required to schedule
his work based on the City's intent for the reconstruction of the two sections and on the
Utility contractors schedule as shown above. Upon completion of the first section the
Paving contractor will not be allowed to start construction of the second section of Rosen
St. until the Utility Contractor's work has been accepted by the City. The Paving
contractor shall receive notification from the City to commence construction on the
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second section of Rosen Ave.. Both notifications sent to the Paving Contractor shall
allow 30 calendar days to commence work. Time will start accumulating when the
contractor starts work or at the end of the 30 calendar days period, whichever comes
first."
Plans Unit 2
Delete all reference to "Reinforced Concrete Header". Headers not required in this
project.
RECEIPT ACKNOWLEDGED:
WALT WILLIAMS CONST. INC.
P. O. BOX 4620
FORT WORTH, TEXAS 76164
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR, DEPT. OF ENGINEERING
By:
cRick Trice, P.E.
Manager, Consultant Services
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PROPOSAL
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TO: Mr. BOB TERRELL FROM: (Bidder's Name)
City Manager G!/w/E r.4i*/wvr ' - -
Fort Worth, Texas
(Address)
FOR: UNIT II: PAVEMENT RECONSTRUCTION FOR ROSEN AVENUE - SECTION A, FROM
TWENTY EIGHT STREET TO AZEL AVENUE ( PROJECT NO C11 -
020111040374: DOE NO 740), AND - SECTION B, FROM AZEL AVENUE
TO TWENTY THIRD STREET ( PROJECT NO C11 - 020111040375: DOE
NO 741)
Pursuant to the foregoing "Notice to Bidders", the undersigned has
thoroughly examined the plans, specifications and the site, understands the
amount of work to be done, and thereby proposes to do all the work and
furnish all labor, equipment, and materials necessary to fully complete all
the work as provided in the plans and specifications, and subject to the
inspection and approval of the Director of the Engineering Department of
the City of Fort Worth.
Upon acceptance of this proposal by the City Council, the bidder is bound
to execute a contract and furnish Performance Bond approved by the City of
Fort Worth for performing and completing the said work within the time
stated and for the following sums, to -wit:
UNIT II - SECTION A (PAVEMENT IMPROVEMENTS)
(ROSEN AVENUE FROM TWENTY EIGHT STREET TO AZEL AVENUE)
PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICES AMOUNT BID
(Furnish and install all appurtenant work, complete in place, the following
items.)
1. 1 LS. Utility Adjustment
@_ 7W G'.9.4'�
Dollars & -W
Cents per LS.
0
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PAY APPROX.
ITEM QUANTITY
DESCRIPTION OF ITEMS WITH
PRICES WRITTEN IN WORDS
BID UNIT
PRICES _
TOTAL
AMOUNT BID
(Furnish
and install all appurtenant work,
complete in place,
the following
items.)
2. 2
EA.
Project Designation Sign
@ $ -3'•���
Dollars &
Cents per EA.
3. 13,510
SF.
Remove Existing Concrete
S o.3S
S g 7�8 so
Driveway, lead walk and
side walk @
ivo
Dollars & ,wiY Five
Cents per SF.
4. 2390
LF.
Remove and Dispose of
S 2
S
Existing Curb and Gutter
@
TZav
Dollars & do
Cents per LF.
5. 2
EA.
Remove and Dispose of
S mom do
/_Gcr--'
Existing Curb Inlets @
��iYT ,yyyD�Pc��
Dollars & .rb
Cents per EA.
6. 800
CY.
Unclassified Street
S im.
S
Excavation @
Twit/
Dollars &
Cents per CY.
7. 60
TONS.
Hydrated Lime @
S i't�
S � aeo• ��
Oie.r iS/v�t/O,�Ed
Dollars &
Cents per TON.
K
PAY
ITEM
APPROX.
QUANTITY
DESCRIPTION OF ITEMS WITH
PRICES WRITTEN IN WORDS
BID UNIT -
PRICES
TOTAL
AMOUNT BID
(Furnish and install all appurtenant work,
complete in place,
the following
items.)
8.
4352 SY.
6" Lime Stabilized
S Z
Sid 8' =`
Subgrade @
T!�
Dollars &
Cents per SY.
9.
4266 SY.
6" Reinforced Concrete
S 20. �7
Pavement @
7zu4=�7y
Dollars & swvr"4v
10.
5427 LF.
Cents per SY.
Silicone Joint Sealant @
S -s'.'
Til+.eGzG-
Dollars & its
Cents per LF.
11.
2448 LF.
7" Attached Concrete
$ vc
S Z34`L
Curb @
Dollars &_"-b
Cents per LF.
12.
8 TONS
7" HMAC Transition @
S 00
2c�'. o0
Sever /f�l.St/GRRE�
Dollars &
Cents per TON.
13.
4840 SF.
6" Reinforced Concrete
S �
S i936o.�`
Driveway @
Fa�OlP
Dollars & items
Cents per SF.
14.
15,000 SF.
Construct Concrete Walks,
S 2 ou
S 30� doo•'�
Lead walks and Wheelchair
Ramps @
TGvp
Ps /P f /l/O , ,...T,C
3
PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICES - AMOUNT BID
(Furnish and install all appurtenant work, complete in place, the following
items.)
15. i46$ S . 4" Top Soil Complete in S 9
in Place @
0
0
£
0
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ID
El
Dollars & .-v
Cents per - . c y:
16.
2
EA.
Standard 10' Curb Inlet
$ 2 �`�• '
Dollars &
Cents per EA.
17.
5
EA.
Adjust Water Valve Box @
S 2679.0
$
7Zvo /5�!/if10,��1�
Dollars & ,t'
Cents per EA.
18 .
AL i(AP
EA.
Adjust S ' r 3
S3Sm.=
ioso m"
•3
Manhole @
Dollars & .vr�
Cents per EA.
19.
27
EA.
Adjust Water Service Meter
$ 3s Q
19
Boxes @
Dollars &_
Cents per EA.
El
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PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT _ TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICES AMOUNT BID
(Furnish and install all appurtenant work, complete in place, the following
items.)
20. 40 LF. Standard Reinforced $ im m $ ¢ate
Concrete Cuurb & Gutter
Dollars &_-
Cents per LF.
UNIT II : SECTION A - ROSEN AVENUE - FROM TWENTY EIGHT
STREET TO AZEL AVENUE PAVING IMPROVEMENTS SUBTOTAL
./ $ Ze .9 A:? z
5
UNIT II - SECTION B (PAVEMENT IMPROVEMENTS)
(ROSEN AVENUE - FROM AZEL AVENUE TO TWENTY THIRD STREET)
PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICES AMOUNT BID
(Furnish and install all appurtenant work, complete in place, the following
items.)
1. 1 LS.
Utility Adjustment @
$7,000.00
$7.000.00
5Z'W P, r#y v.�
Dollars &
Cents per LS.
2. 2 EA.
Project Designation Sign @
$
�asm.
Tif4pc��"' �yiyLN2�
Dollars &_--
Cents per EA.
3. 17740 SF.
Remove Existing Concrete
$ o. 3S
S
Driveway, side walk and
lead walk @
ivo
Dollars & -,,41e -ry #S'&
Cents per SF.
4. 3080 LF. -
Remove and Dispose of
$ z•
$ 6-O'
Existing Curb and Gutter @
TOr t9
Dollars &
Cents per LF.
5. 4 EA.
Remove and Dispose of
$
$
Existing Curb Inlets @
dit/_ 7i' e."r"f
Dollars &
Cents per EA.
6. 1450 CY.
Unclassified Street
$ iv.�
$ isf 5e.'
Excavation
Dollars & ^•v
Cents per CY.
PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT _ TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICES AMOUNT BID
(Furnish and install all appurtenant work, complete in place, the following
items.)
7. 73 TONS. Hydrated Lime @ $ .�. S ?
Dollars & .vc
Cents per TON.
8.
6900 SY.
6" Lime Stabilized
S 2 so
S /Z2SO
Subgrade @
7 -
Dollars &
Cents per SY.
9.
6694 SY.
6" Reinforced Concrete
S Z.V. t7
S i3s
Pavement @
Dollars & ,!'d 'P Cdr V
Cents per SY.
10.
7955 LF.
Silicone Joint Sealant @
S .�
S
Dollars &
Cents per LF.
11.
3810 LF.
7" Attached Concrete
S .3 �
S ' —?'
Curb @
Dollars & .vt,
Cents per LF.
12.
10 TONS
7" HMAC Transition @
S '-rd "'
S ft'.'
y�^a.�HvyDwtc�'o .�iFr y
Dollars & .-
Cents per TON.
13.
5200 SF.
6" Reinforced Concrete
$ ¢
S zo 8c __
Driveway @
-
fbvP
Dollars & v
Cents per SF.
7
PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT _ TOTAL
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICES AMOUNT BID
(Furnish and install all appurtenant work, complete in place, the following
items . )
14. 8750 SF. Construct Concrete Walks, S 2,od /5%'.
lead walks and Wheelchair
Ramps @
72
Dollars & ,rro
Cents per SF.
o0
15. 2l -3i-.
4" Top Soil @
$ 9.
S
moo- cy,
Dollars & /�
Cents per
16. 2 EA.
Standard 10' Curb Inlet
a'.
S 2,O.
$ "~
7Z 'e7 Tf{oV rif W.
Dollars & �o
Cents per EA.
17. 2 EA.
Standard 15' Curb Inlet
$ oo
S 4to °
77Y,P6�- T�l�vurA,✓d
Dollars & _--
Cents per EA.
18. 4 EA.
Adjust Water Valve Box @
Zc�
S_
7i('
Dollars & ,ry
Cents per EA.
PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT
ITEM QUANTITY PRICES WRITTEN IN WORDS PRICES
(Furnish and install all appurtenant work, complete in place,
items.)
19. 60 EA. Adjust Water Serviced $ -S.-'
and Meter Boxes @
Dollars &
Cents per EA.
20. 60 LF. Standard Reinforced $ io.P'
Concrete Cuurb & Gutter
rrr-.y
Dollars &-"a
Cents per LF.
UNIT II : SECTION B - ROSEN AVENUE - FROM AZEL AVENUE
TO TWENTY THIRD STREET PAVING IMPROVEMENTS SUBTOTAL
TOTAL
AMOUNT BID
the following
V
$ 287Go% 98
UNIT II :
SECTION A -
ROSEN AVENUE - FROM
TWENTY EIGHT
STREET TO
AZEL AVENUE
PAVING IMPROVEMENTS
SUBTOTAL
$ 2O �438.7Z
UNIT II : SECTION B - ROSEN AVENUE - FROM AZEL AVENUE
TO TWENTY THIRD STREET PAVING IMPROVEMENTS SUBTOTAL $_&974'i.
98
TOTAL UNIT II : SECTION A AND SECTION B
PAVEMENT RECONSTRUCTION V $ -i97 o'.
This contract is issued by an organization which qualifies for exemption
pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales,
Excise and Use Tax Act.
TAXES. All equipment and materials not consumed by or incorporated into the
project construction, are subject to State sales taxes under House Bill 11,
enacted August 15, 1991.
The contractor shall comply with City Ordinance 7400 (Fort Worth City Code
Sections 13-A-21 through 13-S-29), prohobiting discrimination in employment
Practices.
The undersigned agrees to complete all work covered by these contract
documents within 95 Working Days from and after the date for commencing the
work as set forth in the written Work Order to be issued by the Owner, and
MINORITY AND WOMEN BUSINESS
ENTERPRISES SPECIFICATIONS
City of Fort Worth
Minority and Women Business Enterprise Specifications
• • • ' ; 0 lil
If the total dollar value€ofthe_contractrIs. $25;000: or more,.the-:M/WBEgoal .Is: applicable. If -the total dollar
value ,of- the contracts tes 4t an $25,000;£tlte.M!WBEgoal not-appllcable-
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City.
M/WBE PROJECT GOALS
The Citys MBE/WBE goal on this project is 18 % of the base bid value of the contract
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal, or,
2. Good Faith Effort documentation, or,
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by 'le Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form: received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
2. Prime Contractor Waiver Form: received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
FAILURETO COMPLY "WITH THECITY'S MIWBEORDINANCE, WILL RESULT IN-THEBID BEING
CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS.
Any questions, please contact the M/WBE Office_at (817) 871-6104.
Rev. 8!2!98
ii
The Funders netbldder agrees -to enterlrrtolarformai agireement with the MBEand/or WBEflnms forworklisted In this
schedule, cOndft1onedupon executiom.o a contractor fEth the City of Fort Worth. The intentional and/or knowing
misrepresentation -o isgroundstfoiconsideratiortfdisguaiificatton and. will result in the bid being considered
non-responsivestospecifications .:::
0
City of Fort Worth
Minority and Women Business Enterprise Specifications
MBE/WBE UTILIZATION
44 /r mil/>/ A'V1
PRIME COMPANY NAME
RECONSTRTICTION OF ROSEN AVE.
PROJECT NAME
CITY'S M/WBE PROJECT GOAL:
ATTACHMENT 1A
Page 1 of 2
L.wa.,I 2 A ♦999
BID DATE
CIIT-020111040 -174 ANTI
PROJECT NUMBER C I I T- 2 01110 4 0 7 5
MIWBE PERCENTAGE ACHIEVED:
Failure t000;mplete'thisform,. in its entirety wittysupporting documentation, and: received by the Managing Department
on or.before 5.00 p.m .five•(5)=City businessr.days.after bid opening, exclusive of bid- opening date, will result In the bid
beincr...cwnsideredrnan--resnonsiveto.bidsvecifcationsr
ompan Name ContactNantei. .Csrtifl.d. Bpc1fy.ILContract1ng Specify.Items to.be Dollar Amount
• AddressThfepbaetiaCoopaWotic()- Supplied(*)
vI II►Isg9-
M/WBEs must be located in the 9 (nine) county marketplace or currently doing business in the marketplace at the time of bid.
(') Specify all areas in which MWBE's are to be utilized and/or items to be supplied:
(') A complete listing of items to be supplied is required in order to receive credit toward the M/WBE goal.
) Identify each Tier level. - Tier. Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment
from the prime contractor to a subcontractor Is considered 1tier, a payment by a subcontractor to
its supplier is considered 2nd tier.
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) C: T Y BUSINESS DAYS AFTER BID
OPENING, EXC1_US;V= OF THE BID OPENING DATE
Rev. 612198
=aces 1 _. d 2 cr Attachment IA r be-ece:ved by the !Aaru. ir.c Department
ATTACHMENT 1A
Page 2 of 2
City of Fort Worth
Minority and Women Business Enterprise Specifications
MBE/WBE UTILIZATION
Company.': Name;_ContactName« .. Certlfledj. Specify -A Contracting Specify AU Items to be Dollar Amount
Address, and_TelephottexN }cops otWWodc(1 plied
Sup
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The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding
actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that
will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or
employee of the. City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the
contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal,
State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material
breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
F 1 for a period of time not less than one (1) year.
ALL MBEs and WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
orized Signature)
Q Title
-/�_ wy i'-' (?t i Ce
Company Name
PG ��c 4LZd
Address
Printed Signature
Contact Name and Title (if different)
Telephone Number (s)
(iJ-GLL- c' ≤
Fax Number
n /..�+, 7:;er ZS, ,999
ItI City/State/Zip Code Date
Li ___
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUS?MESS DAYS Ar TE+c BID
OFENING, EXCLUSIVE OF THE 31D OPENING DATE
Rev. ; 2'98
Paaes ' arc 2 _-,:tccr.mert 1A must .e •e;:aivec by the Manac nc=--arrnent
ATTACHMENT 1 B
Page 1 of I
City of Fort Worth
Minority and Women Business Enterprise Specifications
El
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Prime Company Name
CIII-020111040374 ANT)
Bid Opening Date Project Number CI I I-0 2 01110 4 0 3 7 5
If both answers to this form are YES, do not complete ATTACHMENT IC(Good Faith Effort Form).
All questions on this form must be completed and a detailed explanation provided, if applicable. If
the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only
applicable If bQ h answers are yes.
RECIN¢TRTTCTTON OF ROgEN AVE.
Project Name
Will you perform this entire contract without subcontractors? Yes No
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an operational profile of
your business.
Will you perform this entire contract without suppliers? Yes No
If yes, please provide a detailed explanation that proves based on the size and scope of
this project, this is your normal business practice and provide an inventory profile of
your business.
The bidder further agrees to provide, directly to the City upon request, complete and accurate
information regarding actual work performed by all subcontractors, including MBE(s) and/or
WBE(s) on this contract, the payment therefore and any proposed changes to the original MBE(s)
and/or WBE (s) arrangements submitted with this bid. The bidder also agrees to allow an audit
and/or examination of any books, records and files held by their company that will substantiate
the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer
or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds
for terminating the contract or debarment from City work for a period of not less than three (3)
years and for initiating action under Federal, State or Local laws concerning false statements. Any
failure to comply with this ordinance and creates a material breach of contract may result in a
determination of an irresponsible offeror and barred from participating in City work for a period of
time not less than one (1) year.
U i Authorized Signature Printed Signature
Title Contact Name (if different)
Compa.,y Name Contact Telephone Number (s)
Address Fax Number
IiAuthorized Signature Company Name
R.?v. 612198
ATTACHMENT IC
Page I of 3
City of Fort Worth
Minority and Women Business Enterprise
GOOD FAITH EFFORT
,4/L 2c-. 6.u.7 2$ e999
Prime Company Name Bid Date
RT;C0NSTRTTCTI0N OF R0SEN AVE, CIII 020111040374
Project Name Project Number
AND CIII 020111040375
lIf you. havwfailed'to_ secur+aMMBE paEtidpation-and-you, havesubcontracting and/or- supplier oppartunities_or if
yourNUWBE.pardclpation�:is.I-G"sm'th�in'-the�City's-,projecitgoal.you,musst complete this. form
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a
"good faith effort", the bidder will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 6 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, Intentional and/or
knowing misrepresentation the facts or intentional discrimination by the bidder.
Failure, - to complete this -form it> 3ts: entirety wIttrsuppong documentatlon and. receive* bythe
Managh g:Qepartmeniron orbsfore5.0Q.p fiv (5)..G ty bullttessx ays afterbid opening, exclusive of bid
opening Ufate WIll rsultin the bid being -considered: non -responsive to bid specifications:
1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF
FIRMS) which will be used in the completion of this project, regardless of whether it is to be provided
by a M/WBE or non- M/WBE.
(Use additional sheets, if necessary)
.� 1r �. •...i
Lxlsitia ) �r2�i+ �/�w/o ✓+/
/i1/nVnceafu
../ �s�t4iR/
?:,.r. ai2!98
AT ACHMENT IC
Page 2 of 3
2.) Did you obtain a current list of M/WBE firms from the City's MNVBE Office? The list is considered in
compliance, if it is not more than 3 months old from the date of bid opening.
r;
✓Yes
No
Date of Listing /L / 09 /9
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are
opened?
✓Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated
No copy of letter mailed.
4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously
listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
✓Yes If yes, attach list to include name of MIWBE firm, person contacted,
No phone number and and fjms of contact.
,/9/9
N4 T facsimil ma a compi _eitba O 4` but may natbe used or both. If a facsimile
i sec>, at .i as confErmation iitoproytde MM1BE name,. datehtime,.ax numberand
do a tffitIo fa :—�
NOTE: I aSt tfsboEM/ ilBE Isttett orless.thffb1ddermustcontaCtthe entire list to be In compliance with
,questIons3and.& lasic litofMMBE UmtenthebIdder must contac t ieast two-thirds of
the -list but not lessthawten to be in compliance.Wttirquesttons-3.and. 4�
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of
plans and specifications in order to assist the M/WBEs?
✓ Yes
No
6.) if M/WBE bids were received and rejected, you must:
(1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable,
qualifications, etc.) and
(2) Attach affidavit and/or documentation to support the reason(s) listed below (I.e.. letters, memos,
bids, telephone calls, meetings, etc.)
isI --- . ��.�ur....el _La�1a• N •n, nffeh 1
Company Name
Telephone
Contact Person
Scope of Work
Reason for
Rejection
Rev. 5r2'93
ATTACHMENT 1C
Page 3 of 3
Please provide additional information you feel will further explain your good and honest efforts to obtain
MIWBE participation on this project.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance and creates a material breach of
contract may result in a determination of an irresponsible offeror and barred from
participating in City work for a period of time not less than one (1) year.
The undersigned certifies that the
was/were contacted in good faith.
Attachment IC will be contacted and
the City's MIWBE Office.
uthorized Signature
Title
Company Name
�odo� �zo
Address
f 2` Gf/v, r4� // ras 7G/G5c
City/State/Zip
information provided and the M/WBE(s) listed
It is understood that any MIWBE(s) listed in
the reasons for not using them will be verified by
Printed Signature
Contact Name and Title (if different)
Telephone Number(s)
Fax Number
F�-,�.�►.ti ZS, / 99 2
Date I
Rev. 62.'98
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UNIT II
(SPECIAL CONDITIONS)
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SPECIAL CONDITIONS
UNIT II - STREET AND STORM DRAIN IMPROVEMENTS
TABLE OF CONTENTS
U'
-1
Scope of Work
1
-2
Award of Contract
1
-3
Preconstruction Conference
1
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-4
Examination of Site
1
-5
Abandonment
2
-6
Specification References
2
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-7
Documents
2
-8
Defects
2
-9
Construction Surveys
2
U-11
-10
Traffic Control
Delays
2
3
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-12
Detour and Barricades
3
-13
Parkway Construction
3
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-14
Material Storage
4
-15
Protection of Existing Utilities
and Improvements
4
-16
Safety Restrictions Work near
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high Voltage Lines
5
-17
Prequalification
5
-18
Right to Audit
6
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-19
Increase or Decrease in Quantities
6
-20
Disposal of Spoil/Fill Material
7
-21
Construction
8
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Clearing and Grubbing - No Pay Item
8
Sprinkling for Dust Control - No Pay Item
8
Utility Service Adjustment - Pay Item
8
6" Reinforced Concrete Pavement - Pay Item
Trench Excavation Safety Protection - Pay Item
9
9
Remove Existing Curb and Gutter
10
Remove Existing Concrete Driveways
U'
and Sidewalks - Pay Item
10
7" Attached Curb - Pay Item
10
H.M.A.C. Transition
11
Remove Existing Inlets - Pay Item
11
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FInishing Equipment for Concrete Pavement
11
Project Designation Signs - Pay Item
12
Unclassified Street Excavation - Pay Item
12
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Adjusting Existing Water Valve Vaults (Pay Item)
13
Adjusting Existing Manhole (Pay Item)
13
Adjust Water Meter Box (Pay Item)
13
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Top Soil
13
4" Standard Concrete Sidewalk, Leadwalk and
Barrier Free (Wheelchair) Ramp
14
-22
-23
_ Test Holes
Notice to Proceed (Work Order)
14
15
-24
Contractor's Responsibility for Damage Claims
15
-25
Samples and Quality Control Testing
17
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-26
Cleanup for Final Acceptance
17
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-27
Construction Schedule and
Coordination of Work
18
-28
Sawcut of Existing Concrete
18
-29
Sanitary Facilities for Workmen
- 18
-30
Subsidiary Work
18
-31
Waste Materials
18
-32
Property Access
18
-33
Liquidated Damages
19
-34
Contractor Compliance with
Worker's Compensation
19
-35
Manhole Joint Sealing
23
-36
Pipe Cleaning
25
-37
Mechanics and Materialmen Lien
26
-38
Substitutions
26
-39
Temporary Erosion, Sediment and Water
Pollution Control
26
-40
Standard Specifications for Construction
28
-41
Damages to Private Property
29
-42
Concrete Colored Surface
29
-43
Water for Construction
29
-44
Project Warrenty
29
-45
Indemnification
29
-46
Construction Sequence to be followed by both
Utility Contractor and Paving Contractor
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CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
UNIT II
FOR: RECONSTRUCTION OF ROSEN AVENUE FROM FROM TWENTY EIGHT
STREET TO AZLE AVENUE AND FROM AZLE AVENUE TO TWENTY
THIRD STREET
-1 SCOPE OF WORK: The work covered in Unit II includes the
renovation and upgrading of paving and storm drain
facilities within Rosen Avenue from Twenty Eight Street to
Azel Avenue and From Azel Avenue to Twenty Third Street, as
outlined in the plans and specifications including Standard
Specifications for construction contained in D-42. This
work includes paving items such as grading, subgrade,
concrete pavement removal and replacement, driveways and
roadways with sidewalks. The storm drain improvements will
consist of the removal and replacement of inlets, various
sized reinforced concrete pipe installation, connections to
existing drainage structures and roadway improvements
associated with the storm drain installation. All utilities
and right-of-way easements are expected to be clear on this
project within sixty (60) days of advertisement of this
project. The work order for subject project will not be
issued until all utilities and right-of-way easements are
clear. The Contractor shall not hold the City of Fort Worth
responsible for delay in work order of this Contract.
-2 AWARD OF CONTRACT: The City shall award the Contract to
the lowest qualified responsive bidder for Unit I.
-3 PRECONSTRUCTION CONFERENCE: After the contract(s) has
been awarded the General Contractor and representatives of
all the subcontractors shall attend a Pre Construction
conference. This meeting will include the review of the
contractors proposed construction methods and schedules in
accordance with item 8.2 of the General Provisions.
-4 EXAMINATION OF SITE: It shall be the responsibility of
the prospective bidder to visit the project site and make
such examinations and explorations as may be necessary to
determine all conditions which may affect construction of
this project. Particular attention should be given to the
methods of providing ingress and egress to adjacent private
and public properties, procedures for protecting existing
improvements and disposition of all materials to be removed.
Proper consideration shall be given to these details during
the preparation of the Proposal and all unusual conditions
which may give rise to later contingencies should be brought
to the attention of the City prior to submission of the
Proposal.
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-5 ABANDONMENT: The City reserves the right to abandon,
without obligation the Contractor, any part of the Project,
or the entire Project, at any time before the Contractor
begins any construction work authorized by the City.
El-6 SPECIFICATION REFERENCES: When reference is made in
these specifications to a particular ASTM, AWWA, ANSI or
other specification, it shall be understood that the latest
revision of such specification, prior to the date of these
general specifications or revisions thereof, shall apply.
r( -7 DOCUMENTS: Bidders shall not separate, detach or remove
Li any portion, segment or sheets from the Contract Documents
at any time. Failure to bid or fully execute contract with
retaining Contract Documents intact may be grounds for
designating bids as non -responsive and rejecting bids or
voiding contract as appropriate and as determined by the
Director of the Department of Engineering.
U -8 DEFECTS: The contractor shall be responsible for defects
in this project due to faulty materials and workmanship, or
fl both, for a period of one (1) year from the date of final
acceptance of this project by the City Council of the City
of Forth Worth and will be required to replace at his
expense any part of all of the project which becomes
defective due to these causes.
-9 CONSTRUCTION SURVEYS: Survey layout, horizontal and
D vertical alignments for construction shall be furnished by
the City of Forth Worth.
fl -10 TRAFFIC CONTROL: The Contractor shall •be responsible
for providing traffic control during the construction of
this project consistent with the provisions set forth in the
1980 Texas Manual on Uniform Traffic Control Devices for
Streets and Highways issued under the authority of the State
of Texas Uniform Act Regulating Traffic on Highways,
codified as Article 6701d Vernons Civil Statutes, pertinent
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sections being Section Nos. 27, 29, 30 and 31. The
Contractor shall execute this work in such a manner as to
create a minimum of interruption to traffic and pedestrian
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facilities and to the flow of vehicular and pedestrian
U
traffic within the project area. Barricades, warning and
detour signs shall conform to be the Standard Specifications
for street and storm drain construction, Barriers and
I
Warning and/or Detour Signs, Item 524, and/or as directed by
Engineer. The Contractor will not remove any regulatory
sign, instructional sign, street name sign, or other sign
which has been erected by the City. If it is determined
a
that a sign must be removed to permit required construction,
the Contractor shall contact the Transportation and Public
Works Department, Signs and Markings Division (phone number
871-8075), to remove the sign. In the case of regulatory
signs, the Contractor must replace the permanent sign with a
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temporary sign meeting the requirements of the above
referenced manual and such temporary sign must be installed
prior to the removal of the permanent sign. - If the
temporary sign is not installed correctly or if it does not
meet the required specifications, the permanent sign shall
be left in place until the temporary sign requirements are
met. When construction work is completed to the extent that
the permanent sign can be reinstalled, the Contractor shall
again contact the Signs and Markings Division to re -install
the permanent sign and shall leave his temporary sign in
place until such re -installation is completed.
-11 DELAYS: The Contractor shall receive no compensation for
delays or hindrances to the work, except when direct and
unavoidable extra cost is caused by the failure of the City
to provide information or material, if any, which is to be
furnished by the City. When such extra compensation is
claimed, a written statement thereof shall be presented by
the Contractor to the Engineer, and if found to be correct,
shall be approved and referred by him to the Council for
final approval or disapproval; and the action thereon by the
Council shall be final and binding. If delay is caused by
specific orders given by the Engineer to stop work, or by
the performance of extra work, or by the failure of the City
to provide material or necessary instructions for carrying
on the work, then such delay will entitle the Contractor to
an equivalent extension of time, his application for which
shall, however, be subject to the approval of the City
Council; and no such extension of time shall release the
Contractor or the surety on his performance bond from all
his obligations hereunder which shall remain in full force
until the discharge of the contract.
-12 DETOURS AND BARRICADES: The Contractor shall prosecute
his work in such a manner as to create a minimum of
interruption to traffic and pedestrian facilities and to the
flow of vehicular and pedestrian traffic within the project
area. Contractor shall protect construction, as required by
Engineer, by providing barricades.
Barricades, warning and detour signs shall conform to the
Standard Specifications Barrier and Warning and/or Detour
Signs, Item 524, and/or as shown on the plans.
Construction signing and barricades shall conform with 1980
Texas Manual on Uniform Traffic Control Devices, Volume
Number 1.
-13 PARKWAY CONSTRUCTION: During the Construction of this
project, it is required that all parkways be excavated and
shaped at the same time the roadway is excavated. Excess
excavation will be disposed of at locations approved by
Engineer.
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-14 MATERIAL STORAGE: During the construction of this
project, the Contractor shall comply with present zoning
requirements of the City of Fort Worth in the use of vacant
property for storage purposes.
-15 PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS: The
Contractor shall take adequate measures to protect all
existing structures, improvements and utilities which may be
encountered.
The utility lines and conduits shown on the Plans are for
information only and are not guaranteed by the City to be
accurate as to the location and depth; they are shown on the
plans to the best information available from the owners of
the utilities involved and from evidences found on the
ground.
The plans show the locations of all known surface and
subsurface structures. However, the Owner assumes no
responsibility for failure to show any or all of these
structures. on the Plans, or to show them in their exact
location. It is mutually agreed that such failure shall not
be considered sufficient basis for claims for additional
compensation for extra work or for increasing the pay
quantities in any manner whatsoever. The Contractor shall
be responsible for verifying the locations of and protecting
all existing utilities, service lines, or other property
crossed or exposed by his construction operations.
Contractor shall make all necessary provisions for the
support, protection, relocation, and/or temporary relocation
of all utility poles, gas lines, telephone cables, utility
services, water mains, sanitary sewer lines, electrical
cables, drainage pipes, and all other utilities and
structures both above and below ground during construction.
The Contractor is liable for all damages done to such
existing facilities as a result of his operations and any
and all cost incurred for the protection and or temporary
relocation of such facilities shall be included in the cost
bid per linear foot of pipe installed. NO ADDITIONAL
COMPENSATION WILL BE ALLOWED.
Where existing utilities or service lines are cut, broken or
damaged, the Contractor shall replace or repair the
utilities or service lines with the same type of original
material and construction, or better, unless otherwise shown
or noted on the plans, at his own cost and expense. The
contractor shall immediately notify the Owner of the damaged
utility or service line. He shall cooperate with the owners
of all utilities to locate existing underground facilities
and notify the Engineer at once of any conflicts in grades
and alignment. In case it is necessary to change or move
the property of any owner of a public utility, such property
shall not be moved or interfered with until ordered to do so
by the Engineer. The right is reserved to the owner of
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public utilities to enter upon the limits of the project for
Qfl the purpose of making such changes or repairs, of their
property that may be made necessary by performance of this
contract.
13 -16 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The
following items will be followed regarding the subject item
on this contract.
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a. A warning sign not less than five (5) inches by
seven (7) inches, painted yellow with black
letters that are legible at twelve (12) feet shall
be placed inside and outside vehicles such as
cranes, derricks, power shovels, drilling rigs,
pile driver, hoisting equipment or similar
apparatus. The warning sign shall read as
follows:
Warning - Unlawful to Operate This Equipment
Within Six Feet of High Voltage Lines.
b. Equipment that may be operated within ten (10)
feet of high voltage lines shall have an
insulating cage -type of guard about he boom or
arm, except backhoes or dippers, and insulator
links on the lift hook connections.
c. When necessary to work within six (6) feet of
high voltage electric lines, the Contractor shall
notify and make arrangements with the power
company (Texas Electric Service Company) who will
erect temporary mechanical barriers, de -energize
the line, or raise or lower the line. The work
done by the power company shall not be at the
expense of the City of Fort Worth. The notifying
department shall maintain an accurate log of all
such calls to Texas Electric Service Company, and
shall record action taken in each case.
13
d. No person
shall work within six (6) feet
of a
high voltage
line without protection having
been
taken as outlined in paragraph c of
this
Oprovision.
-17 PREOUALIFICATION:
Any Contractor performing work
on a
D City of Fort Worth water or sanitary sewer facilities must
be pre -qualified with the Water Department to perform such
work in accordance with procedures described in the current
D Fort Worth Water Department General Specification, which
General specifications shall govern performance of all such
work.
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-18 RIGHT TO AUDIT:
(A) Contractor agrees that the City shall, until
the expiration of three(3) years after final
payment under this contract, have access to and
the right to examine and photocopy any directly
pertinent books, documents, papers and records of
the Contractor involving transactions related to
this contract. Contractor agrees that the City
shall have access during normal working hours to
all necessary Contractor facilities and shall be
provided adequate and appropriate work space in
order to conduct audits in compliance with the
provisions of this section. The City shall give
Contractor reasonable advance notice of intended
audits.
(B) Contractor further agrees to include in all
its subcontracts hereunder a provision to the
effect that the subcontractor agrees that the City
shall, until the expiration of three (3) years
after final payment under the subcontract, have
access to and the right to examine and photocopy
any directly pertinent books, documents, papers
and records of such subcontractor, involving
transactions to the subcontract, and further, the
City shall have access during normal working hours
to all necessary subcontractor facilities, and
shall be provided adequate and appropriate work
space, in order to conduct audits in compliance
with the provisions of this article together with
subsection (C) hereof. The City shall give
subcontractor reasonable advance notice of
intended audits.
fl (C) Contractor and Subcontractor agree to
photocopy such documents as may be requested by
the City. The City agrees to reimburse Contractor
D for the cost of the copies as follows:
1. 50 copies and under at 10 cents per page.
2. More than 50 copies at 85 cents for the
D first page plus 15 cents per page
thereafter.
fl -19 INCREASE OR DECREASE IN QUANTITIES: The quantities
shown in the proposal are approximate. It is the
Contractor's sole responsibility to verify all the minor pay
item quantities prior to submitting a bid.
When the quantity of work to be done or materials to be
furnished under any major pay item of the Contract is more
fl than 125 percent of the quantity stated in the Contract,
Li whether stated by Owner or by Contractor, then either party
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to the Contract, upon demand, shall be entitled to negotiate
fl for revised consideration on the portion of work above 125
percent of the quantity stated in the Contract.
When the quantity of work to be done or the materials to be
furnished under any major pay item of the Contract is less
than 75 percent of the Quantity stated in the Contract,
whether stated by Owner or Contractor, then either party to
p the contract, upon demand, shall be entitled to negotiate
for revised consideration on the portion of work below 75
percent of the quantity stated in the Contract. This
fl
paragraph shall not apply in the
event Owner deletes
a pay
item entirely from this contract.
A major pay item is defined as
included in the proposal that has
any individual bid
a total cost equal
item
to or
greater than 5 percent of the original
Contract.
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A minor pay item is defined as
any individual bid
item
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included in the proposal that has
a total cost less than 5
percent of.the original Contract.
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In the event the Owner and Contractor are unable to agree on
a negotiated price, Owner and Contractor agree that the
consideration will be the actual field cost of the work plus
15 percent as described herein below, agreed upon in writing
by the contractor and the Department of Engineering and
approved by City Council after said work is completed,
subject to all other conditions of the contract. As used
herein, field cost of the work will include the cost of all
workmen, foremen, timekeepers, mechanics and laborers; all
materials, supplies, trucks, equipment rental for such time
as actually used on such work only, plus all power, fuel,
lubricants, water and similar operation expenses; and a
ratable portion of premiums on performance and payment
bonds, public liability, Worker's Compensation and all other
insurance required by law or by ordinance. The Director of
the Department of Engineering will direct the form in which
the accounts of actual field cost will be kept and will
recommend in writing the method of doing the work and the
type and the kind of equipment to be used, but such work
will be performed by the Contractors an independent
Contractor and not as an agent or employee of the City. The
15 percent of actual field cost to be paid to the Contractor
shall cover and compensate him for profit, overhead, general
supervision and field office expense, and all other elements
of cost and expense not embraced within the actual field
cost as herein specified. Upon request, the Contractor shall
provide the Director of the Department of Engineering access
to all accounts, bills and vouchers related thereto.
-20 DISPOSAL OF SPOIL/FILL MATERIAL: All excess material of
construction shall become the property of the Contractor and
shall be disposed of off -site in a manner satisfactory to
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the Engineer. Prior to the disposal of any spoil/fill
fl material, the contractor shall advise the Director of the
Department of Engineering, acting as the City of Forth Worth
Flood Plain Administrator ("Administrator"), of the location
of all sites where the contractor intends to dispose of such
material. Contractor shall not dispose of such material
until the proposed sites have been determined by the
Administrator to meet the requirements of the Flood Plain
O Ordinance of the City of fort worth (Ordinance No. 10056).
All disposal sites must be approved by the Administrator to
ensure that filling is not occurring within a flood plain
D without a permit. A flood plain permit can be issued upon
approval of necessary engineering studies. No fill permit
is required if disposal sites are not in a flood plain.
Approval of the contractors disposal sites shall be
evidenced by a letter signed by the Administrator stating
that the site is not a known flood plain or by a flood plain
fill permit authorizing fill within the flood plain. Any
a expenses associated with obtaining the fill permit,
including any necessary engineering studies, shall be at the
contractors expense. In the event that the Contractor
disposes of spoil/fill material at a site without a fill
permit or letter from the Administrator approving the
disposal site, upon notification from the Director of
Engineering, contractor shall remove the spoil/fill material
D at its expense and dispose of such materials in accordance
with the Ordinances of the City and this Section.
-21 CONSTRUCTION:
CLEARING AND GRUBBING (No Pay Item): All objectionable
existing material within the limits of this project and not
otherwise provided for shall be removed under this item in
accordance with the Standard Specification Item 102,
oClearing and Grubbing. However no direct payment will be
fl made for this Item and it shall be incidental to this
Contract.
SPRINKLING FOR DUST CONTROL (No Pay Item):
All applicable
IUI
provisions of
Standard
Specifications Item
200, Sprinkling
for Dust Control
shall
apply. However, no
direct payment
will be made
for this
item and it shall
be considered
Q
incidental to
this Contract.
UTILITY ADJUSTMENT
(Pay
Item): This item
is included for
D the basic purpose of establishing a contract price which
will be comparable to the final cost of making necessary
adjustments required due to street improvements due to
water, sewer, and natural gas service lines and
appurtenances where such service lines and appurtenances are
the property owner responsibility to maintain. An arbitrary
figure has been placed in the Proposal; however, this does
fl not guarantee any payment for utility adjustments, neither
does it confine utility adjustments to the amount shown in
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the Proposal. It shall be the contractor responsibility to
provide the services of a licensed plumber to make the
utility adjustments determined necessary by the Engineer.
No payment will be made for utility adjustments except for
those adjustments determined necessary by the engineer.
Should the Contractor damage service lines due to his
negligence, where such line would not have required utility
adjustment or repair otherwise, the lines shall be repaired
and adjusted by the Contractor at the Contractor expense.
The lump sum unit price shall be full payment for all labor,
material, equipment and incidentals necessary to complete
all necessary utility adjustment work.
6" REINFORCED CONCRETE PAVEMENT (Pay Item):
A. All applicable provisions of standard specifications
Item 314, "Concrete Pavement" shall apply. The
contractor shall use a six (6) sack concrete mix for
all hand placement in the intersections. The unit price
bid per square yard shall be full payment for all
labor, material, equipment and incidentals necessary to
complete the work.
B. Cracks in newly constructed concrete pavement: All
crack(s) shall be individually evaluated by the
construction engineer to determine severity. The entire
panel of pavement (to the nearest joint) shall be
removed and replaced at the contractor's expense if it
is determined that such crack(s) will undermine the
structural integrity or maintainability of the
pavement. Crack(s) which are determined to be cosmetic
in nature shall require no change. The Construction
engineer at his sole discretion may dictate that only
one half (1/2) of the panel be removed and replaced
providing that adequate measures have been taken by the
contractor to eliminate sympathetic cracking.
TRENCH EXCAVATION SAFETY PROTECTION (Pay Item):
U 1. DESCRIPTION:
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This item will consist of the basic requirements
which the Contractor must comply with in order to
provide for the safety and health of workers in a
trench. The Contractor shall develop, design and
implement the trench excavation safety protection
system. The Contractor shall bear the sole
Q responsibility for the adequacy of the trench
safety system and providing a safe place to work
for the workmen.
0 The trench excavation safety protection system
shall be used for all trench excavations deeper
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than five (5) feet. The Excavation and Trenching
Operation Manual of the Occupational Safety and
Health Administration, U.S. Department of Labor,
shall be a minimum governing requirement of this
item and is hereby made a part of this
specification. The Contractor shall, in addition,
comply with all other applicable federal, state
and local rules, regulations and ordinances.
2. MEASUREMENT AND PAYMENT
All methods used for trench excavation safety
protection shall be measured by the linear foot of
trench and paid at the unit price in the proposal,
which shall be total compensation for furnishing
design, materials, tools, labor, equipment and
incidentals necessary, including removal of the
system.
REMOVE EXISTING CURB AND GUTTER (Pay Item): Where shown on
the plans or where designated by the Engineer, existing curb
and/or gutter and existing laid down curb shall be removed
and disposed of in a manner that is satisfactory to the
Engineer. Measurement and payment will be by the Linear
Foot for Curb and Gutter as shown on the proposal for the
removal and disposition of the curb, curb and gutter,
laydown curb removed, and for all labor tools, equipment and
incidentals necessary to complete the work.
REMOVE EXISTING CONCRETE DRIVEWAYS AND SIDEWALKS (Pay Item):
Standard Specification Item 104 shall apply for this item.
This item shall include the removal of existing concrete,
which generally consists of existing driveways, sidewalks
and concrete valley gutters, as indicated on the plans or as
directed by the Engineer.
The price bid per square yard for concrete removal as shown
on the proposal will be full payment for sawing, removing
and disposing of the existing concrete and for all labor,
materials, equipment, tools and incidentals as necessary to
complete the work.
7° ATTACHED CURB (Pay Item): The Contractor may, at his
option, construct either integral or superimposed curb.
Standard Specification item 502 shall apply except as herein
modified.
a. Integral Curb: Integral
constructed along the edge o
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b. Superimposed Curb: Concrete shall have a
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minimum compressive strength of three thousand
(3,000) pounds per square inch at twenty-eight
(28) days. The quantity of mixing water shall not
exceed three (3) inches. A minimum cement content
O
of five (5) sacks of cement per cubic yard of
concrete is required.
The price bid per linear foot of curb as shown on the
proposal will be full payment for materials including all
labor, equipment, tools, and incidentals necessary to
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complete the work.
H.M.A.C. TRANSITION (Pay Item): This item will consist of
the furnishing and placing at various thicknesses an
a
H.M.A.C. surface in transition areas where indicated on the
plans, as specified in these specifications, and at other
locations as may be directed by the Engineer.
U
This Item shall be governed by all applicable provisions of
standard specifications Item 312.
aThe
price bid per square yard of H.M.A.C. Transition as
shown on the proposal will be full payment for materials
including all labor, equipment, tools and incidentals
a
necessary to complete the work.
REMOVE EXISTING INLET (Pay Item): Standard Specifications
Item 104 shall apply except as herein modified.
This item shall include all labor, material and equipment
necessary to remove and dispose of existing storm drain
D
inlets as shown on the plans or as directed by the Engineer.
FINISHING EQUIPMENT FOR CONCRETE PAVEMENT: Shall be governed
Dby
Spec. Item No. 314.3(8) and 314.5(8) with modifications:
Slip Form Construction: At the option of the Contractor and
with the approval of the owner, concrete pavement may be
0
constructed by the use of slip form paving equipment.
Slip form paving equipment shall be provided with traveling
side forms of sufficient dimensions, shape and strength so
as to support the concrete laterally for a sufficient length
of time during placement to produce pavement of the required
cross section. The equipment shall spread, consolidate,
D
screed and float finish the freshly placed concrete in such
a manner as to provide a dense and homogeneous pavement.
ElThe
concrete for the full paving width, shall be effectively
consolidated by internal vibration, with transverse
vibration units; or with a series of longitudinal vibrating
units loaded with the specified thickness of pavement
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section and a minimum distance ahead of the screed equal to
the pavement thickness.
When concrete is being placed adjacent to an existing
pavement, that part of the equipment which is supported on
existing pavement shall be equipped with protective pads on
crawler tracks or rubber tired wheels offset to run a
sufficient distance from the edge of the pavement to avoid
breaking or cracking the pavement edge.
Final finishing for pavement construction shall be to the
tolerance as specified in Section 314.5 Par. (8).
PROJECT DESIGNATION SIGNS: (Pay Item) The Contractor
shall construct and install two (2) Project Designation
Signs (2) per street for a total of 2 and it will be the
responsibility of the Contractor to maintain the signs in a
presentable condition at all times on each project under
construction. Maintenance will include painting and repairs
as directed by the Engineer.
It will be the responsibility of the Contractor to have the
individual project signs lettered and painted in accordance
with the enclosed detail.
The quality of the paint, printing, and lettering on the
signs shall be approved by the Engineer.
The height and arrangement of the lettering shall be in
accordance with the enclosed detail.
The sign shall be constructed of 3/4" fir plywood, grade A -C
(exterior) or better.
These signs shall be installed on barricades or as directed
by the Engineer, and in place at the project site upon
commencement of construction.
The work, which includes the painting of the signs,
installing and removing the signs, furnishing the materials,
supports and connections to the support, and maintenance
shall be to the satisfaction of the Engineer.
The unit price bid for each will be full payment for
materials including all labor, equipment, tools, and
incidentals necessary to complete the work.
UNCLASSIFIED STREET EXCAVATION: (Pay Item) See Standard
Specifications Item No. 106, "Unclassified Street
Excavation," for specifications governing this item.
All objectionable material found within the limits of
excavation shall be removed from the job site and disposed
of in a manner satisfactory to the Engineer. Removal of such
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shall be subsidiary to this item unless otherwise provided
fl herein. Asphalt pavement to be removed and recycled under
separate item.
fl U The intention of the Owner is to pay only the plan quantity
without measurement. Should either contracting party be able
to show an error in the quantities exceeding ten percent
(10%) , than actual quantities will be paid for at the unit
price bid. The party requesting the payment of actual rather
LJ than plan quantities is responsible for bearing any survey
and/or measurement costs necessary to verify the actual
Q quantities. The price per cubic yard shall be full
compensation for all excavation, loading, hauling, and
satisfactorily disposing of all unsuitable and excess
Dexcavation, materials in an approved location, including all labor,
transportation, tools, machinery, equipment and
materials and incidentals necessary to complete the work.
D ADJUSTING EXISTING WATER VALVE VAULTS: (Pay Item) This item
shall include raising or lowering the tops of water valve
vaults to match proposed pavement or parkway grades per
fl methods acceptable to the City of Fort Worth Water
Department. The unit price bid shall be full payment for
materials including all labor, equipment, tools, and
incidentals necessary to complete the work.
The joints of adjusted water valve vaults shall be sealed
according to the specifications in the last section of this
item titled "Applicable Specifications."
ADJUSTING EXISTING MANHOLE: (Pay Item) The price bid for
new manhole installations shall include thecost of joint
sealing and payment will be made for the appropriate Bid
Item(s)
a For existing manhole adjustment and/or sealing, the cost of
sealing shall be included in the appropriate bid item and
payment will be made from these items.
ElRefer to Manhole Joint Sealing Specifications at the end of
this section.
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ADJUST WATER METER BOX: (Pay Item) This item shall
include raising or lowering an existing meter box to the
parkway grade specified. No payment will be made for
existing boxes which are within 0.1' of specified parkway
grade (level as is).
TOP SOIL: (Pay Item)
116 of City of Fort
Construction. Locations
the Engineer.
This item shall
Worth Standard
of the top soil
be governed by Item
Specifications for
shall be directed by
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The Proposal quantities shown are calculated to provide top
soil 4 to 6 inches in depth (compacted) over the parkway
area and do not include material deeper than design depth
behind the curb. The pay item is intended to pay for top
soil that must be imported where suitable material is either
a
not available on the job or cannot reasonably be stored on -
site. Payment will be made on the basis of square yards
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(S.Y.), compacted and in place.
4" STANDARD CONCRETE SIDEWALK LEADWALK AND BARRIER FREE
(WHEELCHAIR) RAMP.
OAll
applicable provisions of Standard Specifications Item
504 "Concrete Sidewalks and Driveways" shall apply.
IllThe
Contractor shall construct standard concrete sidewalk,
and wheelchair ramp as shown in the details or as directed
by the Engineer.
The contractor shall not remove any regulatory sign,
instructional sign, street name and sign or other sign which
fl
has been erected by the City. The Contractor shall contact
Signs and Marking Division, TPW (Phone 871-8075).
U
All concrete flared surface (wheelchair ramp wing or curb)
shall be colored with LITHOCHROME color hardener or equal. A
brick red color, a dry -shake hardener manufactured by L. M.
Scofield Company or equal, shall be used in accordance with
manufacturers instructions.
"Contractor shall provide a colored sample concrete panel of
fl one foot by one foot by three inches dimension, or other
U dimension approved by the Engineer, meeting the
aforementioned specification. The sample upon approval by
the Engineer, shall be the acceptable standard to be applied
for all wheelchair construction. Surface coloring shall be
subsidiary to unit price bid for this pay item.
fl The method of application shall be screen, sifter, seive or
u other means in order to provide for a uniform color
distribution."
ElThe price bid per square foot shall be full compensation for
all excavation, grading and preparation of subgrade,
placement of forms, reinforcement steel and 4 -inch thick
o concrete pavement, and finishing and curing concrete,
complete in place, including furnishing all labor, tools,
materials, machinery, equipment and incidentals necessary to
acomplete the work.
-22 TEST HOLES: The matter of subsurface exploration to
ascertain the nature of the soils, including the amount of
rock, if any, through which this pipeline installation is to
be made is the responsibility of any and all prospective
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bidders, and any bidder on this project shall submit his bid
under this condition. Whether prospective bidders perform
this subsurface exploration jointly or independently, and
whether they make such determinations by the use of test
holes or other means, shall be left to the discretion of
such prospective bidders. The cost of the rock removal and
other associated appurtenances, if required, shall be
included in the linear foot bid price of the pipe.
-23 NOTICE TO PROCEED (WORK ORDER): AT the time this
contract for pavement reconstruction is awarded, the
contractor for UNIT I will be engaged in replacing water and
sanitary sewer lines.
D The pavement reconstruction contractor is advised,
therefore, that, while the City intends to issue the Notice -
to -Proceed (Work Order) as soon as practicable, such
issuance might be delayed until the work of the Unit I
II contractor is substantially completed. Issuance will depend
upon the progress being made by the Water Department
contractor, the ability of the two contractors to schedule
a their work so as to establish reasonable alternative traffic
routes and to access properties, and other factors.
-24 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The
Contractor covenants and agrees to, and does hereby
indemnify, hold harmless and defend owner and the
Construction Manager, their officers, servants and
afl employees, from and against all claims or suits for property
damage or loss and/or personal injury, including death , to
any and all persons, of whatsoever kind or character,
whether real or asserted, arising out of or in connection
with, directly or indirectly, the work and services to be
performed hereunder by Contractor, its officers, agents,
employees, contractors, subcontractors, licensees and
invitees of the Owner; and said Contractor does hereby
covenant and agree to assume all liability and
responsibility of the Owner and the construction Manager,
Q their officers, agents, servants and employees for property
damage or loss, and/or personal injuries, including death,
to any and all persons of whatsoever kind and character,
D whether real or asserted, arising out of or in connection
with, directly or indirectly, the work and services to be
performed hereunder by Contractor, its officers, agents,
employees, contractors, subcontractors, licensees or
0 invitees whether or not caused, in whole or in part, by
alleged negligence of officers, agents, servants, employees,
contractors, subcontractors, licensees or invitees of the
fl
Owner.
Contractor likewise
covenants and agrees to,
and
a
does
hereby, indemnify and hold harmless Owner
and
Construction Manager during
the performance of any of
the
D
terms
of or
and conditions of this
in connection with or
Contract, whether arising
resulting from, in whole or
out
in
part,
any and all alleged acts or omissions of officers,
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agents, servants, employees, contractors, subcontractors,
licensees, or invitees of the Owner.
In the event of a written claim for damages against the
Contractor or its subcontractors remains unsettled at the
time all work on the project has been completed to the
satisfaction of the Department of Engineering, as evidenced
by a final inspection, final payment to the Contractor shall
Onot
be recommended by the Department of Engineering to the
Transportation and Public Works Department for a period of
thirty (30) days after the date of such final inspection,
unless the Contractor shall submit written evidence
satisfactory to the Department of Engineering that the claim
has been settled and a release has been obtained from the
Qclaimant
involved.
Although the claim concerned remains unsettled at the
expiration of the thirty (30) day period, the Contractor may
D
be deemed to be entitled to a semi-final payment for work
completed, such semi-final payment to be in the amount equal
to the total dollar amount the less the dollar amount of any
written claims pending against the Contractor arising out of
D
the performance of such work, and such semi-final payment
may then be recommended by the Department of Engineering.
0
The Director of the department of engineering shall not
recommend final payment to a Contractor against whom such a
claim for damages is outstanding for a period of six months
following the date of acceptance of the work performed
unless the Contractor submits evidence in writing
satisfactory to the director that:
Ela.
The claim has been settled and a release has been
obtained from the claimant involved,
II
or
b. Good faith efforts have been made to settle such
LI
outstanding claims, and such good faith efforts
have failed.
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If condition (a) above is met at any time within the six (6)
month period, the Department of Engineering shall recommend
the final payment to the Contractor be made. If condition
(b) above is met at any time within the six (6) month
period, the Department of Engineering may recommend that the
final payment be made if all other work has been performed
and all other obligations of the Contractor have been met to
D
the satisfaction of the Department of Engineering.
The _Department of Engineering may, if deemed appropriate,
refuse to accept bids on other Department of Engineering
contract work from a Contractor against whom a claim for
D damages is outstanding as a result of work performed under a
city contract or under a developer -let Contract for City of
Fort Worth facilities construction.
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-25 SAMPLES AND QUALITY CONTROL TESTING:
1. The Contractor shall furnish, at his bwn
expense, certifications by a private laboratory
for all materials proposed to be used on the
project, including a mix design for any asphaltic
and/or Portland cement concrete to be used, and
gradation analysis for sand and crushed stone to
be used along with the name of the pit from which
the material was taken. The Contractor shall
provide the manufacturer's certification for all
items to be used in the project and will bear any
expense related thereto.
2. Tests of the design concrete mix shall be made
by the Contractor's laboratory at least nine (9)
days prior to the placing of concrete using the
same aggregate, cement, and mortar which are to be
used later in the concrete. The Contractor shall
provide a certified copy of the test results to
the City.
3. Quality control testing of in -place material on
this project will be performed by the City at its
own expense. Any retesting required as a result
of failure of the material to meet project
specifications will be at the expense of the
Contractor, and will be billed at commercial rates
as determined by the City. The failure of the
City to make any tests of materials shall in no
way relieve the Contractor of its responsibility
to furnish materials and equipment conforming to
the requirements of the contract.
4. Not less than twenty-four (24) hours notice
shall be provided to the City by the Contractor
for operations requiring testing. The Contractor
shall provide access and trench safety system (if
required) for the site to be tested, and any work
effort involved is deemed to be included in the
unit price for the item being tested.
5. The Contractor shall provide a copy of the trip
ticket for each load of fill material delivered to
the job site. The ticket shall specify the name
of the pit supplying the fill material.
-26 CLEAN-UP FOR FINAL ACCEPTANCE: The Contractor shall
make a final clean-up of all parts of the work before
acceptance by the Owner. This clean-up shall remove all
objectionable materials, and in general prepare the project
site of the work in an orderly manner and appearance. Final
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acceptance of the completed project shall be given by the
City of Fort Worth Department of Engineering.
-27 CONSTRUCTION SCHEDULE AND COORDINATION OF WORK: It
a shall be the responsibility of the Contractor to furnish the
Construction Engineer, prior to the construction, a schedule
outlining the anticipated item each phase of construction
will begin and be completed, including sufficient time being
0 allowed for clean-up.
During the Construction of this Project, the Contractor
U shall comply with present zoning requirements of the City of
Fort Worth with regard to the use of vacant property for
storage purposes.
It shall be the responsibility of the Contractor to
coordinate his work with any public or private utility
engaged in installation or removal of existing facilities on
the project site.
-28 SAWCUT. OF EXISTING CONCRETE: When existing concrete is
D cut, such cuts shall be made with a concrete saw. All
sawing shall be subsidiary to the unit cost of other items
bid.
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-29 SANITARY FACILITIES FOR WORKMEN: The Contractor shall
provide for all necessary sanitary conveniences for the use
of workmen at the project site. Specific attention is
directed to this requirement
-30 SUBSIDIARY WORK: Any and all work specifically governed
by documentary requirements for the project, such as
conditions imposed by the Plans, the General Contract
Documents, or these Special -Contract Documents, in which no
specific item for bid has been provided for in the proposal,
fj shall be considered as a subsidiary item of work, the cost
Li of which shall be included in the price bid in the Proposal,
for each bid item. Connection to existing utilities, point
repair of existing utilities due to removal of an existing
connection, surface restoration and/or cleanup are general
items of work which fall in the category of subsidiary work.
o -31 WASTE MATERIAL: All waste material shall become the
property of the Contractor and shall be disposed of by the
Contractor at locations approved by the Engineer. All
fl material shall be disposed of in such a manner as to present
a neat appearance and to not obstruct proper drainage or to
cause injury to street, railroad improvements or to abutting
aproperty.
-32 PROPERTY ACCESS: Access to adjacent property shall be
maintained at all times unless otherwise directed by the
pEngineer.
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-33 LIQUIDATED DAMAGES: Failure to complete work on time:
(1 The Owner and the Contractor agree that it will be most
jj�.jj difficult or impossible to ascertain the amount of. damages
that will be sustained by the Owner if the Contractor fails
a to complete the work in the allotted time, but they both
agree that the Owner would sustain substantial damages in
such event. Accordingly, if the Contractor fails to
complete the contract in the working days specified, a time
o charge shall be made for each working day thereafter, not as
a penalty but as liquidated damages. The contractor shall
pay liquidated damages as set forth in item 8.6 FAILING TO
fl COMPLETE WORK ON TIME, and liquidated damages shall end on
day that project are completed.
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Should the
amount otherwise due the Contractor
be less than
the amount
of such ascertained and liquidated
damages, the
Contractor
and his surety shall be liable to
the City of
such delivery.
-34 CONTRACTOR
COMPLIANCE WITH WORKER'S COMPENSATION
LAW:
A. Worker Compensation Insurance Coverage
a. Definitions:
Certification of coverage ("certificate") - A copy of a
certificate of insurance, a certificate of authority to
self -insure issued by the commission, or a coverage
agreement (TWCC-81, TWCC-82, TWCC-83, OR TWCC-84),
showing statutory workers compensation insurance
coverage for the persons or entities 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
contractors/persons work on the project has been
completed and accepted by the governmental entity.
ElPersons providing services on the project
("subcontractor" in 406.096) - Includes all persons
or entities performing all or part of the services the
U 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,
employee 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
II materials, or providing labor, transportation, or other
services related to the project. Services does not
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include activities unrelated to the project, such as
0food/beverage
vendors, office supply deliveries and
delivery of portable toilets.
b. The contractor shall provide coverage, based on
proper reporting of classification codes and payroll
amounts and filing of any coverage agreements, which
0 meets the statutory requirements of Texas Labor Code,
Section 401.011(44) or all employees of the contractor
providing services on the project, for the duration of
the project.
Elc. The contractor must provide a certificate of
coverage to the governmental entity prior to being
awarded the contract.
d. If the coverage period shown on the contractorAs
current certificate of coverage ends during the
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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.
e. The contractor shall obtain from each person
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providing services on a project, and provide to the
entity:
governmental
(1) A certificate of coverage, prior to that
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person beginning work on the project, so the
governmental entity will have on file certificates
of coverage showing coverage for all persons
providing service on the project; and
(2) No later than seven (7) days after receipt by
the contractor, a new certificate of coverage
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showing extension of coverage, if the coverage
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period shown on the current certificate of
coverage ends during the duration of the project.
f. The contractor shall retain all required
certificates of coverage for the duration of the
project and for one (1) year thereafter.
g. The contractor shall notify the governmental
entity in writing by certified mail or personal
delivery, within ten (10) days after the contractor
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knew or should have known, of any change that
materially affects the provision of coverage of any
aperson
providing services on the project.
h. 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
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required to be covered, and then stating how a person
amay verify coverage and report lack of coverage.
i. The contractor shall contractually require each
fl person with whom it contracts to provide services on a
u project to:
(1) provide coverage, based on proper reporting
on classification codes and payroll amounts and
filing of any coverage agreements, which meets the
statutory requirements of the Texas Labor Code,
Q Section 401.011(44) for all of its employees
providing services on the project, for the
duration of the project;
Q(2) provide to the contractor, prior to that
person beginning work on the project, a
certificate of coverage showing that coverage is
n being provided for all employees of the person
ti providing services on the project, for the
duration of the project.
El(3) 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.
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(4) obtain from each other person with whom it
contracts, and provide to the contractor:
(a) a certificate of coverage, prior to the
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other person beginning work on the project,
and
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(b) 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
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ends during the duration of the project;
(5) retain all required certificates of coverage
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on file for the duration of the project and for
one year thereafter.
(6) notify the governmental entity in writing by
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certified mail or by personal delivery, within ten
(10) days after the person knew or should have
known, of any change that materially affects the
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provision of coverage of any person providing
services on the project; and
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(7) contractually require each person with whom
it contracts, to perform as required by paragraphs
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(1) - (7), with the certificates of coverage to be
provided to the person for whom they are providing
services.
j. 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 be providing 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 self -
insured, with the commission's Division of Self
Insurance Regulation. Providing false or
misleading information may subject the contractor
to administrative, criminal, civil penalties or
other civil actions.
k. The contractors 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 (10) days
after receipt of notice of breach from the
governmental entity.
B. The contractor shall 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 Texas Worker's Compensation Act
or other Texas worker's Compensation Commission rules. This
must be printed with a title in at least thirty (30) point
bold type and text in at least nineteen (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, without any additional
words or changes:
REQUIRED WORKER'S COMPENSATION COVERAGE
The law requires that each person working on this site
or providing services related to this construction
project must be covered by worker's compensation
insurance. This includes persons providing, hauling,
or delivering equipment or materials, or providing
labor or transportation or other service related to
this project, regardless of the identity of their
employer or status as an employee.
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Call the Texas Worker's Compensation Commission at 512
fl - 440 - 3789 to receive information on the legal
requirement for coverage, to verify whether your
employer has provided the required coverage, or to
0 report an employer's failure to provide coverage.
-35 MANHOLE JOINT SEALING:
oA. General
This specification covers a cold -applied pre -formed
0 flexible butyl rubber or plastic sealing compound for
sealing interior and/or exterior joints on concrete
manhole sections.
It governs all manholes, values, etc., constructed for
the City of Fort Worth Water Department, excluding only
the joints using a trapped type pre -formed rubber
u U gasket, and shall require a bitumastic joint sealant in
all joints as per Figure M attached.
B. Materials
This sealant shall be pre -formed and trowellable
U.
bitumastic as manufactured by Kent Seal, Ram-Nek, E -Z
Stick, or equal. The joint shall be supplied in either
extruded rope -form of suitable cross-sectional area or
flat tape from and shall be sized as recommended by the
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manufacturer and approved by the Engineer. The joint
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sealer shall be protected by suitable removable wrapper
and shall not in any way depend on oxidation,
evaporation, or any other chemical action for either
it's adhesive properties or cohesive strength. The
joint sealant shall remain totally flexible without
shrinking, hardening, or oxidizing regardless of the
length of time it is exposed to the elements.
The manufacturer shall furnish and affidavit attesting
fl to the successful use of the product as a pre -formed
flexible joint sealant on concrete pipe and manhole
sections for a period of at least five (5) years.
ElC. Installation of Joint Sealant
Each grade adjustment ring and manhole frame shall be
fl sealed with the above specified materials. All
surfaces to be in contact with the joint sealant shall
be thoroughly cleaned of dirt, sand, mud or other
c -p0 foreign matter. A primer shall be applied to all
surfaces prior to installing the joint sealant in
according with the recommendations by the manufacturer.
The protective paper wrapper shall remain on the joint
11 sealant until immediately prior to placement of the
pipe in the trench. After removal of the protective
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paper wrapper, the joint sealant shall be kept clean.
Install frames and cover over manhole opening with the
bottom of the rings resting on bitumastic joint sealer.
Manhole frames and covers shall be McKinley, Type N,
with indented top design, or equal, with pick slots.
a. Frames, unless otherwise shown on the drawings,
shall rest on two (2) rows (inside and outside) of
joint sealer.
b. Grade adjustment rings shall also rest on two (2)
rows of bitumastic joint sealant.
Sealing and/or adjusting Existing Manholes
Excavate (rectangular full depth saw cut if in
pavement) adjacent to manhole to expose the entire
manhole frame and a minimum of six (6) inches of the
manhole wall keeping the sides of the trench nearly
vertical.
a. Remove the manhole frame from the manhole
structure and observe the condition of the frame.
The existing frame shall be used wherever
possible. Any frame that is not suitable for use
as determined by the Engineer shall be replaced.
Separate and observe the condition of the grade
adjustment rings. If the grade rings are loose,
deteriorated, broken or show structural defects
replace them in accordance with these
specifications. Replace adjustments that are
constructed of brick, or materials other than
precast concrete rings, or where necessary, and
approved by the Engineer, a precast flat top
section. Precast concrete rings, or a precast
concrete flat top section will be the only grade
adjustments allowed.
b. In brick or block manholes where it is difficult
to determine where grade adjustments and walls
meet, replace the upper portion of the manhole top
to a point twenty-four (24) inches below the
frame. If the walls or cone section below this
level are not structurally sound, notify the
Engineer prior to the replacement of the grade
adjustments or manhole frame. Existing brickwork
is structurally satisfactory, if damaged by the
contractor, shall be replaced at the contractorAs
expense.
c. Wire brush manhole frame and exposed manhole
surfaces to remove dirt and loose debris. Coat
exposed manhole surfaces with an approved bonding
agent followed with an application of a quick
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setting hydraulic cement to provide a smooth
working surface.
d. If the diameter of the manhole is too large to
safely support new adjustment rings or frame, a
new flat top section shall be installed.
e. Joint surfaces between the frame. Adjustment
rings, and cone section shall be free of dirt,
stones, debris, and voids to ensure a watertight
seal. Place the flexible gasket joint material in
two concentric rings the inside and outside edge
of each joint, or use trowellable material in lieu
of pre -formed gasket material. Position the butt
joint for each length of joint material on
opposite sides of the manhole. No steel shims,
woo, stones, or any material not specifically
accepted by the Engineer may be used to obtain
final surface elevation of the manhole frame.
f. In paved areas or future paved areas, castings
shall be installed by using a straight edge not
less than ten (10) feet long so that the top of
the casting will conform to the slope and finish
elevation. Allowances for the compression of the
joint material shall be made to assure a proper
final grade elevation.
g. Manhole rims in parkways, lawns and other improved
lands shall be at an elevation not more than one
(10 inch nor less than one-half (1/2) inch above
the surrounding ground. Backfill shall provide a
uniform slope from the top of the manhole casting
for not less than three (3) feet to the existing
finish grade of the ground. The grade of all
surfaces shall be checked for proper slope and
grade by string lining the entire area regarded
near the manhole.
h. Manhole in open fields, unimproved land, or
drainage courses shall be at an elevation shown on
the drawings or a minimum of six (6) inches above
grade.
e. Measurement and Payment
The price bid for new manhole installations shall
include the cost of joint sealing and payment will
be made from the appropriate bid item(s).
-36 PIPE CLEANING: Joints shall be wiped and then inspected
for proper installation by the inspectors. Each joint shall
be swept daily and kept clean during installation. A
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temporary night plug shall be installed on all exposed pipe
ends during any period of work stoppage.
-37 MECHANICS AND MATERIALMEN LIEN: The Contractor shall be
a required to execute a release of mechanics and materialmensA
liens upon receipt of payment.
-38 SUBSTITUTIONS: The specifications for materials set out
the minimum standard of quality which the City believes
necessary to procure a satisfactory project. No
substitutions will be permitted until the Contractor has
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received written permission of the engineer to make a
substitution for the material which has been specified.
Where the term "or equal", or "approved equal" is used, it
is understood that if a material, product or piece of
Dfl
equipment bearing the name so used is furnished it will be
approvable, as the particular trade name was used for the
purpose of establishing a standard of quality acceptable to
the City. If a product of any other name is proposed for
use, the Engineers approval thereof must be obtained before
the proposed substitute is procured by the Contractor.
Where the term "or equal", or "approved equal" is not used
Ufl
in the specifications, this does not necessarily exclude
alternative items- or material or equipment which may
accomplish the intended purpose. However, the Contractor
a
shall have the full responsibility of proving that the
proposed substitution is, in fact, equal, and the Engineer,
as the representative of the City, shall be the sole judge
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of the acceptability of substitutions. The provisions of
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this sub -section as related to "Substitutions" shall be
applicable to all sections of the specifications.
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-39 TEMPORARY EROSION SEDIMENT AND WATER POLLUTION
CONTROL:
1. DESCRIPTION: This item shall consist of temporary
soil erosion sediment and water pollution control
measures deemed necessary by the Engineer for the
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duration of the contract. These control measures shall
at no time be used as a substitute for- the permanent
control measures unless otherwise directed by the
Engineer and they shall not include measures taken by
the CONTRACTOR to control conditions created by his
construction operations. The temporary measures shall
include dikes, dams, berms, sediment basins, fiber
mats, jute netting, temporary seeding, straw mulch,
asphalt mulch, plastic liners, rubble liners, baled -hay
retards, dikes, slope drains and other devices.
2. CONSTRUCTION REQUIREMENTS: The Engineer has the
authority to define erodible earth and the authority to
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limit the surface area of erodible -earth material
exposed by preparing right-of-way, clearing and
grubbing, the surface area of erodible earth material
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exposed by excavation, borrow and to direct the
J CONTRACTOR to provide temporary pollution -control
measures to prevent contamination of adjacent -streams,
other water courses, lakes, ponds or other areas of
water impoundment. Such work may involve the
construction of temporary berms, dikes, dams, sediment
basins, slope drains and use of temporary mulches,
mats, seeding or other control devices or methods
directed by the Engineer as necessary to control soil
erosion. Temporary pollution -control measures shall be
used to prevent or correct erosion that may develop
J during construction prior to installation of permanent
pollution control features, but are not associated with
permanent control features on the project. The
Engineer will limit the area of preparing right of way,
clearing and grubbing, excavation and borrow to be
proportional to the CONTRACTOR'S capability and
progress in keeping the finish grading, mulching,
seeding and other such permanent pollution -control
measures current in accordance with the accepted
schedule. Should seasonal conditions make such
J limitations unrealistic, temporary soil -erosion -control
measures shall be performed as directed by the
Engineer. The CONTRACTOR shall also conform to the
following practices and controls. All labor, tools,
equipment and incidentals to complete the work will not
be paid for directly but, shall be considered as
subsidiary work to the various items included in the
contract.
(a). Waste or disposal areas and construction
J roads shall be located and constructed in a manner
that will minimize the amount of sediment entering
streams.
J (b). Frequent fordings of live streams will not
be permitted; therefore, temporary bridges or
other structures shall be used wherever an
J appreciable number of stream crossings are
necessary. Unless otherwise approved in writing
by the Engineer, mechanized equipment shall not be
operated in live streams.
(c). When work areas or material sources are
located in or adjacent to live streams, such areas
shall be separated from the stream by a dike or
other barrier to keep sediment from entering a
flowing stream. Care shall be taken during the
D construction and removal of such barriers to
minimize the muddying of a stream.
(d). All waterways shall be cleared as soon as
practicable of false work, piling, debris or other
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obstructions
placed during
construction operations
that are not
a part of the
finished work.
(e). The
CONTRACTOR
shall take sufficient
precautions to prevent pollution of streams, lakes
and reservoirs with fuels, oils, bitumens, calcium
chloride or other harmful materials. He shall
conduct and schedule his operations so as to avoid
or minimize siltation of streams, lakes and
reservoirs and to avoid interference with movement
of migratory fish.
3. SUBMITTAL: Prior to the start of the applicable
construction, the CONTRACTOR shall submit for approval
his schedules for accomplishment of soil -erosion -
contrail work and his plan to keep the area of
erodible -earth material to a minimum. He shall also
submit for acceptance his proposed method of soil -
1 erosion control on construction and haul roads and
J material sources and his plan for disposal of waste
materials. No work shall be started until the soil -
erosion control schedules and methods of operations
have been reviewed and approved by the Engineer.
4. MEASUREMENT AND PAYMENT: All work, materials and
J equipment necessary to provide temporary erosion
control shall be considered subsidiary to the contract
and no extra pay will be given for this work.
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-40 STANDARD SPECIFICATIONS FOR CONSTRUCTION: The
contract for this project is governed by' the following
published specifications, except as modified by the Special
Provisions contained in this document:
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STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN
CONSTRUCTION, CITY OF FORT WORTH
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS (NCTCOG)
STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS,
STREETS AND BRIDGES
A copy of either of the above referenced standard
specifications for construction may be purchased at the
office of the Director of Transportation and Public Works
Department, 1000 Throckmorton Street, 2nd Floor, Municipal
Building, Fort Worth, Texas 76102. The specification
applicable to the specific pay item is indicated on the
PROPOSAL section of this document. If no specific
specification is identified with a corresponding pay item,
then the applicable standard published specification as
outlined in the above shall govern. The contractor shall
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first adhere to the GENERAL PROVISIONS of the CITY OF FORT
WORTH document rather than DIVISION 1 of the (NCTCOG)
document.
-41 DAMAGE TO PRIVATE PROPERTY: The Contractor shall
immediately repair or replace any damage to private
property, including but not limited to fences, walls,
pavement and water and sewer services, at no cost to the
Owner. This shall be subsidiary to the contract and not a
separate pay item.
^1 -42 CONCRETE COLORED SURFACE: (Non Pay Item) All
J concrete flared surface (wheelchair ramp wing or curb) shall
be colored with LITHOCHROME color hardener or equal. A brick
red color, a dry -shake hardener manufactured by L. M.
Scofield Company or equal, shall be used in accordance with
manufacturers instructions.
"Contractor shall provide a colored sample concrete panel of
one foot by one foot by three inches dimension, or other
dimension . approved by the Engineer, meeting the
aforementioned specification. The sample upon approval by
the Engineer, shall be the acceptable standard to be applied
for all wheelchair construction. Surface coloring shall be
subsidiary to unit price bid for this pay item.
JThe method of application shall be screen, sifter, seive or
other means in order to provide for a uniform color
distribution."
-43 WATER FOR CONSTRUCTION: (Non Pay Item) Water for
costruction will be furnished by the Contractor at his own
expense.
-44 PROJECT WARRANTY: The Contractor shall be responsible
for defects in this project due to faulty materials and
workmanship, or both, for a period of one (1) year from date
of final acceptance of the completed project work given by
the City Council of the City of Fort Worth and shall be
required to replace at his expense any part or all of this
project which becomes defective due to these causes.
-45 INDEMNIFICATION: The Contractor agrees to fully
�J indemnify and save whole and harmless, the City and/or
owners of the units and lots abutting this Contract, from
fl all costs or damages arising out of any real or asserted
D claim or cause of action against it of whatsover kind of
character and in addition, from all costs or damages arising
D out of any wrongs, injuries, demands or suits for damages,
either real or asserted, claimed against it that may be
occasioned by any act, omission, neglect or misconduct of
the said Contractor, his agents, servants and employees.
D29
The Contractor further agrees to comply with all applicable
laws, regulations, ordinances, building and construction
codes of the City of Fort Worth and the State of Texas, and
with any regulations for the protection of workers which may
be promulgated by the Government, and shall protect such
work with all necessary lights, barriers, safeguards, and
warnings as are provided for in said specifications and in
ordinances and regulations of said City.
In case of regulatory sign, the Contractor must replace the
permanent sign with a temporary sign meeting the
requirements of the above referenced manual and such
temporary sign must be installed prior to the removal of the
permanent sign. If the temporary sign is not installed
correctly or if it does not meet the required
specifications, the permanent sign shall be left in place
until the temporary sign requirements are met. When
construction work is completed to the extent that permanent
sign can be installed, the Contractor shall again contact
the Signs and Markings Division to install the permanent
sign and shall leave his temporary sign in place until such
reinstallation in completed.
The Contractor shall be responsible for maintaining one lane
of traffic on Rosen Avenue open at all times to local
traffic during the construction for emergency and local
traffic. When such extra compensation is claimed, a written
statement thereof shall be presented by the Contractor to
the Engineer and if by him found correct shall be approved
and referred by him to the Council for final approval or
disapproval; and then the action thereon by the Council
shall be final and binding. If delay is caused by specific
orders given by the Engineers to stop work, or by the
performance of extra work, or by the failure of the City to
provide material or necessary instructions for carrying on
the work, then such delay will entitle the Contractor to an
equivalent extension of time, his application for which
shall, however, be subject to the approval of the City
Council; and no such extension of time shall release the
Contractor or the surety on his performance bond from all
his obligations hrerunder which shall remain in full force
until the discharge of this contract.
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Rosen Avenue
Section A - Twenty Eight St. to Azel Ave.
Section B - Azel Ave. to Twenty Third St.
There will be only one contract for both sections of utility
work and only one contract for both sections of paving. This
project will be constructed as two separate construction
projects. Section A - Twenty Eight St. to Azel Ave. and
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Section B - Azel Ave. to Twenty Third St. Each contractor
will have to move onto the project site a minimum of two
times. The cost for the mobilization and any incidental
necessary to complete the work shall be considered
subsidiary to the unit cost associated with this project.
It is preferred that Section "A" be the first section to be
constructed. At the time of advertisement, it was
anticipated that the reconstruction of 27th. St. would be
underway. Depending on the progress of 27th. St.
reconstruction, the Section to be constructed first will be
announced during the pre -construction conference.
It the intent of the City to have one section of Rosen Ave.
substantially completed (Utilities and Paving) prior to
commencing the Utilities of the second section.
The Utility contractor shall start, complete and obtain a
final on the first section identified by the City at the
J pre -construction conference. Upon completion of the first
section, the Utility contractor shall not proceed to the
second section of Rosen Ave. until notified by the City's
J assigned inspector. This notification will give 30 calendar
days from the date of the notice to commence construction on
the second part. Time will start when the contractor starts
work or at the end of 30 calendar day period, whichever
J comes first. The anticipated time of return -to the second
J section could be as soon as the Paving contractor has all
the driving surfaces open to traffic on the first section.
on completion of the Utility contractor's k on the
fir section, the Paving contractor shal commence the
planne street reconstruction. The pavin contractor shall
be requi d to schedule his work base on the City's intent
for the re nstruction of the sections and on the
Utility contrac rs schedule as own above. Upon completion
of the first sectn, the ving contractor will not be
allowed to start const on of the second section of Rosen
Avenue until the Utili c ractor has received a final on
his work. The pavi contrac shall not proceed to the
second section Rosen Ave. un ' notified by the City's
assigned ins tor. This notificatio will give 30 calendar
days from e date of the notice to co ce construction on
the sec d part. Time will start when the ntractor starts
work r at the end of the 30 calendar days pe ' d, whichever
co s first.
LITime for construction will be as follows:
Section "A" - Allowed Construction Time
Water and Sewer - 30 - Working Days
Paving and Drainage - 40 - Working Days
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Section "B" - Allowed Construction Time
Water and Sewer - 45 - Working Days
Paving and Drainage - 60 - Working Days
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SILICONE JOINT SEALING
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CITY OF FORT WORTH, TEXAS
TRANSPORTATION AND PUBLIC WORKS DEPARTMENT
SPECIFICATION
for
SILICONE JOINT SEALING
(Revision 1, October 18, 1989)
(Revision 2, May 12, 1994)
SCOPE
This specification for silicone joint sealing Portland Cement Concrete pavement and curbs
shall supersede Item 314.2. (11) "Joint Sealing Materials" of STANDARD
SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY
OF FORT ' WORTH, and Item 2.2.10 "Joint Sealing" of STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL
TEXAS COUNCIL OF GOVERNMENTS.
DESCRIPTION
This specification for silicone joint sealing shall apply to, but shall not be limited to, all
Portland Cement Concrete street pavement and curbs.
MATERIALS
3.1 The silicone joint sealant shall meet Federal Specifications TT -S -001543A for
Class A sealants except as modified by the test requirements for the Class I, Class
II and Class III silicone joint sealants of this specification. Before the installation
of the joint sealants, the Contractor shall furnish the Engineer certification by an
independent testing laboratory that the silicone joint sealants meet these
requirements.
3.2 The manufacturer of the silicone joint sealant shall have a minimum two-year
demonstrated, documented successful field performance with Portland Cement
Concrete pavement silicone joint sealant systems. Verifiable documentation shall
be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The
silicone sealant shall be cold applied.
3.3 Self -Leveling Silicone Joint Sealant
The joint sealant shall be Dow Corning 890 -SL self -leveling silicone joint sealant
for asphalt as manufactured by Dow Corning Corporation, Midland, MI 48686-
0994, or an approved equal.
Self -Leveling Silicone Joint Sealant for Asphalt
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0 Test Method Test Requirement
AS SUPPLIED
... Non Volatile Content, % nun. 96 to 99
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MIL -S-8802 Extrusion Rate, grams/minute 275 to 550
ASTM D 1475 Specific Gravity 1.260 to 1.340
Skin -Over Time, minutes mad.60
... Cure Time, days 14 to 21
... Full Adhesion, days 14 to 21
AS CURED - AFTER 21 DAYS AT 25C (77F) and 50% RH
ASTM D 412, Die C Mod. Elongation, % min. 1400
ASTM D 3583 Modulus @ 150% Elongation, psi max. 9 (Sect. 14 Mod.)
ASTM C 719 Movement, 10 cycles @ + 100/-50% No Failure
ASTM D 3583. Adhesion to Concrete, % Elongation
(Sect. 14 Mod.) min. 600
3.4 The joint filler stop shall be of a closed cell expanded polyethylene foam backer
rod and polyethylene bond breaker tape of sufficient size to provide a tight seal.
The back rod and breaker tape shall be installed in the saw -cut joint to prevent the
joint sealant from flowing to the bottom of the joint. The backer rod and breaker
tape shall be compatible with the silicone joint sealant and no bond or reaction
shall occur between them. Reference is made to the "Construction Detail" sheet
for the various joint details with their respective dimensions.
4. TIME OF APPLICATION
LIOn newly constructed Portland Cement Concrete pavement, the joints shall be initially saw
cut to the required depth with the proper joint spacing as shown on the "Construction
Detail" sheet or as directed by the Engineer within 12 hours of the pavement placement.
(Note that for the "dummy" joints, the initial 1/4 inch width "green" sawcut and the
"reservoir" saw cut are identical and should be part of the same saw cutting operation.
Immediately after the saw cutting pressure water washing shall be applied to flush the
concrete slurry from the freshly saw cut joints.) The pavement shall be allowed to cure for
a minimum of seven (7) days. Then the saw cuts for the joint sealant reservoir shall be
D made, the joint cleaned, and the joint sealant installed. During the application of the joint
sealant, the weather shall not be inclement and the temperature shall be 40F (4C) and
rising.
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5. EQUIPMENT
5.1 All necessary equipment shall be furnished by the Contractor. The Contractor
shall keep his equipment in a satisfactory working condition and shall be inspected
by the Engineer prior to the beginning of the work. The minimum requirements
for construction equipment shall be as follows.
5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to
complete the joint sawing to the required dimensions.
5.3 High Pressure Water Pump: The high pressure cold water pumping system shall
1 be capable of delivering a sufficient pressure and volume of water to thoroughly
J flush the concrete slurry from the saw -cut joint.
1 - 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of
J 90 psi and 120 cfin. There shall be suitable traps for the removal of all free water
and oil from the compressed air. The blow -tube shall fit into the saw -cut joint.
5.5 Extrusion Pump: The output[ shall be capable of supplyinga sufficient volume of
P P � P
sealant to the joint.
5.6 Injection Tool: This mechanical device shall apply the sealant uniformly into the
joint:
5.7 Sandblaster: The design shall be for commercial use with air compressors as
specified in Paragraph 5.4.
5.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free
of contamination. They shall be compatible with the joint depth and width
requirements.
l 6. CONSTRUCTION METHODS
�j 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and
joint sealant placement shall be performed in a continuos sequence of operations.
6.2 Sawing Joints: The joints shall be saw -cut to the width and depth as shown on the
"Construction Detail" sheet. The faces of the joints shall be uniform in width and
depth along the full length of the joint.
] 6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be
completely removed from the joint and adjacent area by flushing with high pressure
_water. The water flushing shall be done in one -direction to prevent joint
contamination.
When the Contractor elects to saw the joint by the dry method, flushing the joint
with high pressure water may be deleted. The dust resulting from the sawing shall
be removed from the joint by using compressed air. (Paragraph Rev. 1, October
18, 1989).
After complete drying, the joints shall be sandblasted. The nozzle shall be attached
to a mechanical aiming device so that the sand blast will be directed at an angle of
45 degrees and at a distance of one to two inches from the face of the joint. Both
joint faces shall be sandblasted in separate, one directional passes.
Upon the termination of the sandblasting, the joints shall be blown -out using
compressed air. The blow tube shall fit into the joints.
The blown joint shall be checked for residual dust or other contamination. If any
- dust or contamination is found, the sandblasting and blowing shall be repeated until
the joint is cleaned. Solvents will not be permitted to remove stains and
contamination.
Immediately upon cleaning, the bond breaker and sealant shall be placed in the
joint. Open, cleaned joints shall not be left unsealed overnight.
Bond Breaker Rod and Tape: The bond breaker rod and tape shall be installed in
the cleaned joint prior to the application of the joint sealant in a manner that will
product the required dimensions.
6.4 Joint Sealant: Upon placement of the bond breaker rod and tape, the joint sealant
shall be applied using the mechanical injection tool. The joint sealant application
shall not be permitted when the air and pavement temperature is less than 40F
(4C). Joints shall not be sealed unless they are clean and dry.
Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement
surface shall be removed and discarded and shall not be used to seal the joints.
The pavement surface shall present a clean final condition.-
Traffic shall not be allowed on the fresh sealant until it becomes tack -free.
Approval of Joints: A representative of the sealant manufacturer shall be present
at the job site at the beginning of the final cleaning and sealing of the joints. He
shall demonstrate to the Contractor and the Engineer the acceptable method for
sealant installation. The manufacturer's representative shall approve the clean, dry
joints before the sealing operation commences.
I
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] 7. WARRANTY
The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint
sealing materials. The manufacturer shall agree to provide any replacement material free
of charge to the City. Also, the Contractor shall provide the Engineer a written warranty
on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to
the City Both warranties shall be for one year after final acceptance of the completed
work by the Engineer.
J 8. BASIS OF PAYMENT
] Payment will be made at the Contract bid item unit price bid per linear foot (L.F.) as
provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of
shall be full compensation for furnishing all materials and for all preparation, delivery, and
] - application of those sealing materials and for all labor, equipment, tools and incidentals
necessary to complete the silicone joint sealing in conformity with the plans and these
]specifications.
PROJECT DESIGNATION SIGN
PROJECT DESIGNATION SIGN
rt I'brth
Project Title
Contractor:
COntracto S 1arne
Scheduled Completion Date
• Yee I
11/2-
4
•-o"
ULONGHOrtl1 WHITE ( BLUE BACKGROUND W/ WHITE LETTERS )
LETTEIONG:GT7 OF FORT -0OQTH-BOOxmzx CEuI ITALIC
PROJECT TITLE • CONTRACTOR 0 CATF 1!, HELVETICG
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BONDS, INSURANCE AND CONTRACT
0
CERTIFICATE OF INSURANCE,
PERFORMANCE BOND, PAYMENT BOND,
MAINTENANCE BOND
AND
CONTRACT FORMS
TO BE PROVIDED
AT THE TIME OF BIDDING
NOTICE
The following blank spaces in the Certificate of
Insurance, Performance Bond, Payment Bond,
Maintenance Bond, and Contract are not to be filled in
by the Bidder at the time of submitting his proposal.
These forms are included herein to familiarize the
Bidder with such forms which the Bidder with such
forms which the success Bidder will be required to
execute.
CERTIFICATE OF INSURANCE
Mi
TO: CITY OF FORT WORTH
Date: Ma_y 20, 1999
NAME OF PROJECT: The Reconstruction of Rosen Avenue from Twenty Eight Street to Azle Avenue and
from Azle Avenue to Twenty Third Street
PROJECT NUMBER: PW53-060530173480; PS58-070580172990; C111-020111040430; Clll-020111040431
Walt Williams Construction, Inc.
THIS IS TO CERTIFY THAT P.O. Box 4620, Fort Worth, TX 76164
1 ana:. nd Address of Insured)
is, at the date of this certificate, Insured by tins Company with respect to the business operations hereinafter described, for
the type of insurance and accordance with provisions of the standard policies used by this Company, and further
hereinafter described. Exceptions to standard policy noted on reverse side hereof.
TYPE OF INSIJRANCF
Policy
Effective
Expires
Limits of Liability
Worker's Compensation
' WC1031209471
11-1-98
11-1-99
Each Accident $buu,000
Disease -Policy Lmt$ 500,000
Disease -Each Employee $ 500 , 000
Comprehensive General
Bodily Injury:
Liability Insurance (Public
I TPP1031844478
1-6-99
1-6-2000
Ea. Occurrence: $1,000,000
Liability)
Property Damage: combined
single
Ea. Occurrence: limit
Blasting
Ea. Occurrence: $
Collapse of Building or
structures adjacent to
J
TPP1031844478
1
1-6-99
1-6-2000
1,000,000
Ea. Occurrence: $
excavations
Damage to Underground
Utilities
TPP1031844478
1-6-99
1-6-2000
Ea. Occurrence: $ 1,000,00
Builder's Risk
Bodily Injury:
Comprehensive
Automobile Liability
BUA1031222642
1-6-99
1-6-2000
Ea. Person: $ 1,000,000
Ea. Occurrence: combined
single
Property Damage: limit
lit
Ea. Occurrence:
Bodily Injury:
Contractual Liability
TPP1031844478
1-6-99
1-6-2000
Ea. Occurrence: $ 1,000,00
Property Damage: combined
1-6-2000
single
Ea. Occurrence: unit
Other Umbrella UMB1031222656j 1-6-99
$1,000,000 BI & PD
Locations covered: TES
Description of operations covered: LISTED ABOVE
The above policies either in the body then cor r by appropriate endorsement provided that they may not be changed or
canceled by the insurer in less than five ( i 'iovs after the insured has received written notice of such change/or
cancellation.
Where applicable local laws or re•tulatiens n: wire more than five (5) days actual notice of change or cancellation to be
assured, the above policies contain such sreal requirements, either in the body thereof or by appropriate endorsement
thereto attached.
Agency TUCKER AGENCY, INC. CNA INSURANCE COMPANIES
Fort Worth Agent TOBIN TUCKER By
Address P.O. BOX 2285, FT__WORTH, TX 76113 Title AUTHORIZED REPRESENTATIVE
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers'
compensation insurance coverage for all its employees employed on city of Fort Worth Project Number C1H-
020111040374 & CIII-02011104375
WALT WILLIAMS CONSTRUCTION,
INC.
NTRACTOR
Lr. •d�.r-7�
Title
Date
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared-- . ON;', � •/�
known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the same as the act and deed of /irit./fGy /fi r eawr,iti for the purpose and consideration
therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 2day of
_-; . U�c ALVA NELL FEW
j py Notary Public
STATE OF TEXAS
My Comm. Exp, JUNE 5 jJ
Notary Public in an for
the State of Texas
1
DBond #190458552
PERFORMANCE BOND
U
THE STATE OF TEXAS §
COUNTY OF TARRANT §
KNOW ALL MEN BY THESE PRESENTS: That we (1) WALT WILLIAMS CONSTRUCTION
COMPANY, INC. a (2) CORPORATION of TEXAS, hereinafter call Principal, and
(3)Continental Casualty Company a corporation organized and existing under the laws of the State
and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of
D Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called
Owner, in the penal sum of:
FOUR HUNDRED NINETY-SEVEN THOUSAND FORTY AND 70/1 00 .......................................
D ($497,040.70) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly by these presents.
D
THE CONDITION OF THIS of OBLIGATION is such that Whereas, the Principal entered into a certain
O contract with the City of Fort Worth, the Owner, dated the 11'$of MAY a copy of which is hereto attached and
made a part hereof, for the construction of:
RECONSTRUCTION OF ROSEN AVENUE (FROM 28'$ STREET TO AZLE AVENUE AND FROM
D AZLE AVENUE TO 23"° STREET)
designated as Project No. (s) CIII-020111040374 & CIII-020111040375, a copy of which contract is hereby
attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such
rl project and construction being hereinafter referred to as the "work".
NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with
D the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which
may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands
incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages
which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense
which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in
full force and effect.
Fl
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?zi `;r � IcINSURANCE
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... ... S.......;•'}}.. .: CERTIFICATE
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...h.......Fn......:..:: �•: ?v:nh?•}r:.�::::.::::. •.� •v+::.: }::.:n.:xw.�:.:,... }.s.......:..:?:?v:? •::nom f:.:.
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....::. ...n....... v.:0::: }:..•: w:::::::::: r:: :u•.
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PRODUCER
I
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
Wm. Rugg Co.
DOES NOT AMEND, EXTEND OR.ALTER THE COVERAGE AFFORDED BY THE
POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
750 N. St. Paul, S#1900
COMPANY
Dallas, Texas 75201
A Continental Casualty
INSURED
COMPANY
Walt Metzner Excavating Co
B Transportation INS CO
COMPANY
2733 Quinn
Fort Worth TX 76105
C
COMPANY
D
THIS IS TO CEIITIFYTIIATTIIE POLICIES OF INSURANCE LISTED BELOW IIAVE BEEN ISSUED TO TIIE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, TIIE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TI lE TERMS.
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
LTR
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFF.
DATE (MM/DD/YY)
POLICY EXP.
DATE IMM/DD/YY)
LIMITS
GENERAL LIABILITY
GENERAL AGGREGATE
10000
PROD-COMP/OP AGO.
00000
A
COMM. GENERAL LIABILITY
CLAIMS MADE OCCUR
8115890360
7/24/98
7/24/99
PERS. & ADV. INJURY
500000
EACH OCCURRENCE
500000
OWNER'S & CONTRACT'S PROT
FIRE DAMAGE(One Sire)
pppp
MED EXPIAny one pereonl
5000
AUTOMOBILE LIABILITY
COMBINED SINGLE
A
X ANY ALTO
8115890357
7/24/98
7/24/99
1.1511?
500000.
BODILY INJURY
ALI. OWNED AUTOS
SCHEDULED AUTOS
(Per person)
BODILY INJURY
AIRED AUTOS
NON -OWNED AUTOS
IPer accident)
PROPERTY DAMAGE
GARAGE LIABILITY
AUTO ONLY -EA ACCIDENT
OTHER TITAN AUTO ONLY:
'::is :}; :: #r`- t•:r':�f � ?''
ANY AUTO
EACH ACCIDENT
AGGREGATE
EXCESS LIABILITY
EACH OCCURRENCE
AGGREGATE
UMBRELLA FORM
OTHER THAN UMBRELLA FORM
WORKERS COMPENSATION AND
STATUTORY LIMITS
B
EMPLOYERS' LIABILITY
WCB129633280
7/27/98
7/27/99
EACH ACCIDENT
100000
TE PROPRI XECIJ INCL
PAHRTNERS/EXECUTIVE
OFFICERS ARE: EXCL
DISEASE -POLICY LIMIT
500000
DISEASE -EACH EMPL.
100000
OTHER
DESCRIPTION OF OPERATIONSILOCATIONSIVEIIICLES/SPECIAL ITEMS
... ..
....._.........................................................:.:::.:::::::::::.�:::::.v:::::::::::::.�.::::::::::.�:._::::::::::::by::?<•>ix:•:}>:::::x->:->}+;};}iV:,.:n.:::::n.
CE .: :: • + :+HOxp DER fi:::•`:35'Y`i=::if::Sir3:<::�i::S::::::3�:2:is�S3::S:Ei:ii::i::::�i5::+:$:;#::�:+.�:r.:r�i;•.'.#:3i
:..r n•: <. :. r. :............-.` .:::n :.:n::: :•n
�{,,��y�•,(��+}}••pp��-�r• {{{{;q.�.y�� 2::;`•i>;;�:zS:`. :::8r:'.
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
WALT WILLIAMS CONSTRUCTION, INC
EXPIRATION DATE THEREOF.TIIE ISSUING COMPANY WII.L ENDEAVOR TO
MAIL 10 DAYS WRITTEN NOTICE TO TIIE CERTIFICATE HOLDER NAMED TO THE
ATTN: DELORES
LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR
3418 N. CALHOUN
LIABILITY OF ANY KIND UPON TIIE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
FT. WORTH, TX 76106
:}}ACOIW 25:3 /93):. f
PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County,
State of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it
does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or
to the work or to the specifications.
IN WITNESS WHEREOF, this instrument is executed in 7 counterparts each one of which shall be deemed
an original, this the IITT' of MAY, 1999.
•
ATTEST: y�
(Principal) Secretary
(SEAL)
Witness as to Principal
Address
ATTEST:
(Surety) Secretary
(SEAL)
WALT WILLIAMS CONSTRUCTION CO.. INC.
P CI (4)
B 6c%
Title: John W. Stabile, Vice -President
P.O. BOX 4620
FORT WORTH, TX 76164
(Address)
Continental Casualty Company
Surety
BY: �\ _
At in Tact) (5) Tobin Tucker
P 0 Box 2285 Ft Worth, TX 76113
(Address)
NOTE: Date of Bond must not be
prior to date of Contract
(1) Correct Name of Contractor
(2) A Corporation, a Partnership or an
Individual, as case may be
(3) Correct name of Surety
(4) If contractor is Partnership all
D: Partners should execute Bond
(5) A true copy of Power of Attorney
shall be attached to Bond by
[] Attorney-in-Fact..Witness as to Surety �V
P 0 Box 2285 Ft Worth, TX 76113
• (Address)
F2
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Bond #190458552
aPAYMENT BOND
C
fl THE STATE OF TEXAS §
a COUNTY OF TARRANT §
9 KNOW ALL MEN BY THESE PRESENTS: That we (1) WALT WILLIAMS CONSTRUCTION
COMPANY, INC. a (2) Corporation of Texas, hereinafter call Principal, and (3)
Continental Casualty Company, a corporation organized and existing under the laws of the State and fully
0 authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort
Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called
Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the
building or improvements hereinafter referred to in the penal sum of : U
' FOUR HUNDRED NINETY-SEVEN THOUSAND FORTY AND 70/100..........................................
($497,040.70) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly to these presents.
9 THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the 11TH day of MAY A.D., 1999, a copy of which is hereto
attached and made a part thereof, for the construction of::
RECONSTRUCTION OF ROSEN AVENUE (FROM 28TH STREET TO AZLE AVENUE AND FROM
AZLE AVENUE TO 231tD STREET)
aProject No. (s) CIII-020111040374 & CIII-020111104375 a copy of which is hereto attached, referred to
and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction
being hereinafter referred to as the "work".
NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make
payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials
in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it
shall remain in full force and effect.
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THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and
material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160,
and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County,
State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of
time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification
s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any
such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim may be unsatisfied.
IN WITNESS WHEREOF, this instrument is executed in 7 counterparts each one of which shall be deemed
an original, this the 11771 day of MAY A.D., 1999.
EST:
LI',
(Principal) Secretary
oWitness as to Principal
Address
ATTEST:
(Surety) Secretary
(SEAL)
WALT LIAMS CONSTRUCTION CO., INC.
PRINCIPAL (4)
B : G '.
Title: John W. Stabile, Vicc-President
P.O. BOX 4620
FORT WORTH, TX 76164 (SEAL)
(Address)
Continental Casualty C{oikipany
Sur
BY:
rney-in-fact) (5) Tobin Tucker
PO Box 2285
(Address)
Ft Worth, TX 76113
(Address)
NOTE: Date of Bond must not be prior to date
of contract
LI
(1)
Correct Name of Contractor
(2)
A Corporation, a Partnership or an
Individual, as case may be
D
(3)
Correct name of Surety
(4)
If contractor is Partnership all
Partners should execute Bond
(5)
A true copy of Power of Attorney
shall be attached to Bond by
Attorney -in -Fact..
fl Witness as to Surety
P 0 Box 2285 Ft Worth, TX 76113
(Address)
0
11
0 THE STATE OF TEXAS
OCOUNTY OF TARRANT
CITY OF FORT WORTH, TEXAS
CONTRACT
KNOW ALL MEN BY THESE PRESENTS:
This agreement made and entered into this the 11TH day of MAY A.D. 1999 , by and
between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
organized and existing under and by virtue of a special charter adopted by the qualified voters
within said City of the 11 day of December, A.D. 1924, under the authority (vested in said voters
by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution
duly passed at a regular meeting of the City council of said City and the City of Fort Worth being
u hereinafter termed Owner, WALT WILLIAMS CONSTRUCTION COMPANY, INC.
HEREINAFTER CALLED CONTRACTOR.
WITNESSETH: That said parties have agreed as follows:
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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, the said Contractor hereby agrees with the said owner to commence and complete
the construction of certain improvements described as follows:
RECONSTRUCTION OF ROSEN AVENUE (FROM 28TH STREET TO AZLE AVENUE
AND FROM AZLE AVENUE TO 231m STREET)
That the work herein contemplated shall consist of furnishing as an independent
contractor all labor, tools, appliances and materials necessary for the construction and completion
of said project in accordance with the Plans and Specifications and Contract Documents prepared
by the Transportation and Public Works and Water Department of the City of Fort Worth and
adopted by the City Council of the City of Fort Worth, which Plans and Specifications and
Contract Documents are hereto attached and made a part of this contract the same as if written
herein.
3.
The Contractor hereby agrees and binds himself to commence the construction of said
work within ten (10) days after being notified in writing to do so by the Department of
Engineering of the City of Fort Worth.
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4.
[] The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and
approval of the Department of Engineering of the City of Fort Worth and the City Council of the
City of Fort worth within a period of 40 WORKING days (28' STREET TO AZLE AVE)
AND 60 WORKING days (AZLE AVE TO 23RD STREET).
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If the Contractor should fail to complete the work as set forth in the Plans and
Specifications and Contract Documents within the time so stipulated, plus any additional time
allowed as provided in the General Conditions, there shall be deducted from any monies due or
which may thereafter become due him, the sum of $210.00 per working day, not as a penalty but
as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such
deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein
fixed or to carry on and complete the same according to the true meaning of the intent and terms
of said Plans, Specifications and Contract Documents, then the Owner shall have the right to
either demand the surety to take over the work and complete same in accordance with the
Contract Documents or to take charge of and complete the work in such a manner as it may deem
proper, and if, in the completion thereof, the cost to the said City shall exceed the contract price
or prices set forth in the said plans and specification made a part hereof, the Contractor and/or its
Surety shall pay said City on demand in writing, setting forth and specifying an itemized
statement of the total cost thereof, said excess cost.
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Contractor covenants and agrees to, and does hereby indemnify, hold harmless and
defend owner and the Construction manager, their officers, agents, servants, and employees,
from and against any and injury, including death, to any and all persons, of whatsoever kind or
character, whether real or asserted, arising out of or in connection with, directly or indirectly, the
work and services to be performed hereunder by Contractor, its officers, agents, employees,
contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by
alleged negligence on the part of officers, agents, servants, employees, contractors,
subcontractors, licensees and invitees of the Owner; and said contractor does hereby convenat
and agree to assume all liability and responsibility of Owner and the Construction Manager, their
officers, agents, servants and employees for property damage or loss, and/or personal injuries,
including death, to any and all persons of whatsoever kind or character, whether real or asserted,
arising out of or in connection with, directly or indirectly, the work and services to be performed
hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees
and invitees whether or not caused, in whole or in part, by alleged negligence of officers, agents,
servants, employees, contractors, subcontractors, licensees or invitees or the Owner. Contractor
likewise convenants and agrees to, and does hereby, indemnify and hold harmless Owner and
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Construction Manager from and against any and all injuries, loss or damages to property of the
Owner and Construction Manager during the performance of any to the terms and conditions of
this Contract, whether arising out of or in connection with or resulting from, in whole or in part,
any and all alleged acts or omissions of officers, agents, servants, employees, contractors,
subcontractors, licenses, or invitees of the Owner.
In the event a written claim form damages against the Contractor or its subcontractors remains
unsettled at the time all work on the project has been completed to the satisfaction of the
Department of engineering, as evidenced by a final inspection, final payment to the Contractor
shall not be recommended by the Department of Engineering to the Transportation and Public
Works Department for a period of thirty (30) days after the date of such final inspection, unless
the Contractor shall submit written evidence satisfactory to the Department of Engineering that
the claim has been settled and a release has been obtained from the claimant involved.
Although the claim concerned remains unsettled at the expiration of the above 30 -day period, the
Contractor may be deemed to be entitled to a semi-fmal payment for work completed, such semi-
final payment to be in an amount equal to the total dollar amount then due less the dollar value or
any written claims pending against the Contractor arising out of the performance of such work,
and such semi-fmal payment may then be recommended by the Department of Engineering.
The Director of the Department of Engineering shall not recommend final payment to a
Contractor against whom such a claim for damages is outstanding for a period of six months
following the date of the acceptance of the work performed unless the Contractor submits
evidence in writing satisfactory to the Director that:
(1) The claim has been settled and a release has been obtained from the
claimant involved, or
(2) Good faith efforts have been made to settle such out -standing claims, and
such good faith efforts have failed.
If condition (1) above is met any time within the six (6) months period, the Department of
Engineering shall recommend that the final payment to the Contractor be made. If condition 92)
above is met at any time within the six (6) month period, the Department of Engineering may
recommend that the final payment to the Contractor be made. At the expiration of the six month
period the Director may recommend that final payment be made if all other work has been
performed and all other obligations of the Contractor have been met to the satisfaction of the
Department of Engineering.
The Director of Department of Engineering may, if he deems it appropriate, refuse to accept bids
on other City of Fort Worth Contract work from a Contractor against whom a claim for damages
is outstanding as a result of work performed under a City contract.
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0 The Contractor agrees, on the execution of this Contract, and before beginning work, to
make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the
faithful performance of the terms and stipulations of the Contract and for the payment to all
claimants for labor and/or materials furnished in the prosecution of the work, such bonds being
as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in
fl the form included in the Contract Documents, and such bonds shall be 100 percent of the total
contract price, and the said surety shall be a surety company duly and legally authorized to do
business in the State of Texas, and acceptable to the City Council of the City of Fort Worth.
o 8.
fl Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all
of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on
the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment
will be made in monthly installments upon actual work completed by contractor and accepted by
the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount
(including/excluding) alternates N/A shall be FOUR HUNDRED NINETY-SEVEN
THOUSAND FORTY AND 70/100 ($497,040.70)
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It is further agreed that the performance of this Contract, either in whole or in part, shall
not be sublet or assigned to anyone else by said Contractor without the written consent of the
Director of the Department of Engineering.
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The Contractor agrees to pay at least the minimum wage per hour for all labor as the same
classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached
hereto and made a part hereof the same as if it were copies verbatim herein.
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0 The Contractor shall procure and shall maintain during the life of this contract insurance
as specified in Paragraph 8 of Special Instruction to Bidders of this contract documents.
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flIt is mutually agreed and understood that this agreement is made and entered into by the
parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth
and the laws of the State of Texas with references to and governing all matters affecting this
Contract, and the Contractor agrees to fully comply with all the provisions of the same.
IN WITNESS WHEREOF, the City of Fort Worth has caused this instrument to be
fl a signed in 7 counterparts in its name and on its behalf by the City Managers and attested by its
Secretary, with the corporate seal of the City of Fort Worth attached. The Contractor has
executed this instrument through its duly authorized officers in 7 counterparts with its corporate
seal attached.
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Done in Fort Worth, Texas this the 11TH day of MAY A.D., 1999.
RECOMMENDED:
DIRECTOR, DEPARTMENT OF
ENGINEERING
CW
WALT WILLIAMS CONSTRUCTION CO., INC.
CONTRACTOR
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a John W. Stabile, Vice -President
TITLE
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P.O. BOX 4620
FORT WORTH, TX 76164
ADDRESS
November 1960
Revised May 1-986
Revised Septen%ber 1992
Revised ianuay 1993
CITY OF FORT WORTH
BY:
/L4* 2
ASST. CITY MANAGER
,..r � : �"�'"'a"T�.:!.ns•.Mnwirl.�r•.wr+..wa+ua{`r�yE,.C `1
TRANSPORTATION/PUBLIC
,
WORKS DIRECTTZ
ATTEST:
(SEAL)
APPPROVED AS TO FORM AND
LEGALITY
(-x) ,(__'
AS T. Y ATTORNEY
C - /94I/
Contract Authorization
Date
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Texas
O Department
of Transportation
Q ATTACHMENT "A"
ElCITY OF FORT WORTH
PROPOSED STREET RECONSTRUCTION
Dfl ON SH 183 (SOUTH SIDE) AT INTERSECTION OF ROSEN STREET
Forth Worth, Texas
The State approves the proposed reconstruction of an existing street (Rosen Street) located on
the south side of SH 183 in the City of Fort Worth, Texas.
El
All construction by the CITY OF FORT WORTH, shall be coordinated with the Texas Department
of Transportation.
Signs and barricades shall be provided by the contractor which shall consist of detours,
barricades, warningsigns, flares, flashing light signals, and flagmen as are necessary to direct
and protect vehicular traffic while the construction work as described above is done on the State
right of way. All traffic control procedures as mentioned above shall be in compliance with the
"Texas Manual on Uniform Traffic Control Devices.
fl U Utility companies shall be given prior notification of the pending construction to ensure that
no conflicts exist within this project area. This permit does not include new utility installations
(water lines, fire hydrants, or irrigation). Any utility installations within the right of way will require
flpermit application to obtain permit approval.
Mr. Zach Sessions, Transportation Maintenance Supervisor V, telephone number 817-232-1304,
Saginaw, Texas, shall be notified twenty-four hours prior to beginning the reconstruction of this
astreet within the State right of way.
Mr. James Ward, Traffic Signal Supervisor, telephone number 817-370-6751, shall be notified
a forty-eight hours prior to beginning any excavation within the right of way in order that the State
may verify the existence of any electrical wiring. Failure to provide proper notification will result
in the immediate repair at the grantee's expense.
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.' PERMIT TO CONSTRUCT ACCESS DRIVEWAY FACILITIES
o
N T,....uM.
,
ON HIGHWAY RIGHT OF WAY
To: CITY OF FORT WORTH Hwy. SH 183 Permit No. 10 -SC -147-98
\J a C/O MR. ABE CALDERONP.E. Control 94 Section 5
1000 THROCKMORTON
FORT WORTH, TEXAS 76102
The Texas Department of Transportation, hereinafter called the State, hereby authorizes CITY OF FORT WORTH,
hereinafter called the grantee, to reconstruct an existing public street on the highway right-of-way abutting Highway
No. SH 183 in TARRANT County, located ON SH 183 (SOUTH SIDE) AT THE INTERSECTION OF ROSEN STREET.
0 Subject to the following:
1. The grantee is responsible for the costs associated with thproposed street improvements.
El2. Design of facilities shall be as follows and/or as shown on sketch:
TO RECONSTRUCT ROSEN STREET WITH SH 183 IN ACCORDANCE WITH THE ATTACHED PLANS.
CONCRETE IN THE STATE RIGHT OF WAY SHALL BE A MINIMUM OF 7" OF CONCRETE REINFORCED WITH
Dfl NO.4 REBAR ON 12" CENTERS. SAW CUT THE EXISTING ASPHALT PAVEMENT AS SHOWN ON PLANS,
EXCAVATE, AND REPLACE WITH TYPE "D" HMAC SURFACE. SEE ATTACHMENTA".
All construction and materials shall be subject to inspection and approval by the State.
a3. Maintenance of facilities constructed hereunder shall be the responsibility of the grantee, and the State reserves the right
to require any changes, maintenance or repairs as may be necessary to provide protection of life or property on or
adjacent to the highway. 'Changes in design will be made only with approval of the State.
a4. The grantee shall hold harmless the State and its duly appointed agents and employees against any action for personal
injury or property damage sustained by reason of the exercise of this permit.
fl5. Except for regulatory and guide signs at county roads and city streets, the Grantee shall not erect any sign on or
extending over any portion of the highway right of way, and vehicle service fixtures such as service pumps,. vendor
stands, or tanks shall be located at least twelve 3.6 meters (12 feet) from the right-of-way line to ensure that any vehicle
0 services from these fixtures will be off the highway.
6. This permit will become null and void if the above -referenced street facilities are not constructed within six (6)
fl months from the issuance date of this permit.
ZACH SESSIONS, TMS V
7. The grantee will contact the State's representative SAGINAW, TEXAS telephone
(817) 232-1304 at least twenty-four (24) hours prior to beginning the work authorized by this permit.
ElDIST FILE: ZACH SESSIONS: Texas Department of Transportation
0 Date of Issuance: - JULY 24,1998
aTime Process: 1 DAY
ElDate: JULY 24, 1998
D Texas Department of Transportation
Highway Division
P. 0. Box 6868
Fort Worth. TX 76115-0686
District Engi
For: Mr. Glenn E. Elliott, P. E
Director of Maintenance
Rev. 12-86 PERMIT TO CONSTRUCT ACCESS DRIVEWAY FACILITIES
ON HIGHWAY RIGHT OF WAY
To: Cite of Fort Worth uwy.IH 183 Permit No. _____________ C— / �
- 10 T rockmorton Control Section _
Fort Worth, Texas 76102
ci_____________________
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ElThe Grantee will contact the State'
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fl The undersigned- agrees to comply with the terms an
permit for construction of and access driveway on
7.
Date
telephone ( ) - at
beginnin the ark orized by this
Texas Department of �'ranspor�''
Highway Division
P. 0. Box 6868
Fort Worth. TX 76115-0686
of Issuance.: UL71 Z IIIIII
fl TIME PROCESS:
.;a:e: JUL`7 /�f 8
Q ABE-
Signed:
The Texas Department of Transportation, hereinafter called the State, hereby
authorizesCity of Fort Worth, Texas , hereinafter called the grantee, to
(re)construct an access driveway on the highway right of way abutting highway
no. 183 in Tarrant County, located at South approach to highway
183 (28th St) and Rosen Street
Subject to the following:
1. The grantee is responsible for all costs associated with the construction
of this access driveway.
2. Design of facilities shall be as follows and/or as shown of sketch.
To make intersection improvements on Rosen St. and
IH 183, South approach in accordance wi e attached p. .
All construction and materials shall be subject to inspection and approval
by the State.
3. Maintenance of facilities constructed hereunder shall be the responsibility
of the grantee,and State reserves the right to require any changes,
maintenance or repairs as may be necessary to provide protection of life
or property on or adjacent to the highway. Changes in design will be made
only with approval of the State.
4. The Grantee shall hold harmless the State and its duly appointed agent.
and employees against any action for personal injury or property damage
sustained by reason of the exercise of this permit.
5. The Grantee shall not erect any sign on or extending over any portion of -
the highway right of way, and vehicle service fixtures"zuch as •service
pumps, vender stands, or tank shall be located at least twelve (12) feet
from the right-of-way line to ensure that any vehicle services from these
fixtures will be off the highway.
6. This permit will become null and void if the above -referenced driveway
facilities are not constructed within .six'(6)_months from the issuance
date of this permit.
representative ,,$Y}� a
least twenty-four(24) hour's ri
permit. I
.
District Engin er
o conditions set forth in the
the highway right of way.
Director, Dept. of Engineering
:;ccress :1000 Throc'kmortor
Fort Wort, T" 6iO2
APPROVEt
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City of Fort Worth, Texas
"01gor and Council Communication
DATE REFERENCE NUMBER LOG NAME PAGE
5/11/99 **C-17421 30ROSEN-2 1 of 2
SUBJECT AWARD OF CONTRACT TO WALT WILLIAMS CONSTRUCTION COMPANY, INC. FOR
RECONSTRUCTION OF ROSEN AVENUE (FROM 28TH STREET TO AZLE AVENUE
AND FROM AZLE AVENUE TO 23RD STREET)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a contract with Walt
Williams Construction Company, Inc. in the amount of $497,040.70 for the reconstruction of Rosen
Avenue (from 28th Street to Azle Avenue and from Azle Avenue to 23rd Street).
DISCUSSION:
The 1993 Capital Improvement Program (CIP) authorized funds for the reconstruction of Rosen Avenue
(from 28th Street to Azle Avenue and from Azle Avenue to 23rd Street). The street improvements will
include the construction of standard concrete pavement, driveway approaches, and sidewalks as
shown on the plans. Rosen Avenue is located in a Community Development Block Grant (CDBG)
target area. Due to the absence of Community Development Block Grant funds, surplus funds
available within CIP contingency funds will provide a portion of construction costs.
This project was advertised for bid on January 28 and February 4, 1999. The following bids were
received on February 25, 1999:
BIDDERS
AMOUNT
TIME OF COMPLETION
Walt Williams Construction Company, Inc.
$497,040.70
40 Working Days
McClendon Construction, Inc.
518,848.20
(28th Street to Azle Avenue)
Chickasaw Construction
528,919.94
60 Working Days
Richard Carr Construction
561,384.40
(Azle Avenue to 23rd Street)
Ed A. Wilson, Inc./Civil Division
577,191.40
The contingency for possible change orders is $25,000.00.
The low bidder, Walt Williams Construction Company, Inc. is in compliance with the City's M/WBE
Ordinance by committing to 3% M/WBE participation and documenting good faith effort. Walt Williams
Construction Company, Inc. identified several subcontracting and supplier opportunities. However, the
M/WBE's contacted in the identified areas did not respond and did not submit the lowest bid. The City's
goal on this project is 18%.
This project is located in COUNCIL DISTRICT 2, Mapsco 61H.
City of Fort Worth, Texas
"agor and Council Communication
DATE REFERENCE NUMBER LOG NAME PAGE
5/11/99 **C-17421 30ROSEN-2 2 of 2
SUBJECT AWARD OF CONTRACT TO WALT WILLIAMS CONSTRUCTION COMPANY, INC. FOR
RECONSTRUCTION OF ROSEN AVENUE (FROM 28TH STREET TO AZLE AVENUE
AND FROM AZLE AVENUE TO 23RD STREET)
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Street Improvements Fund.
MG:j
Submitted for City Manager's
Office by:
Mike Groomer 6140
FUND ACCOUNT CENTER AMOUNT
CITY SECRETARY
(to)
a'rvCOUNCIL
MAY 11
City of Tor$ 1 it
Originating Department Head:
A. Douglas Rademaker 6157
(from)
C111
541200
020111040375
$203,155.55
Additional Information Contact:
A. Douglas Rademaker 6157
C111
541200
020111040374
$278,973.92
GS30
541200
020300403750
$ 6,283.17
GS30
541200
020300403740
$ 8,628.06