HomeMy WebLinkAboutContract 62829-CO1CSC No. 62869-COl
IPROJECT NAME:
(CONTRACT:
I CFA #
I CITY PROJECT #
I CITY SECRETARY CONTRACT #
IFID #
IX#
IFILE #
INSPECTOR:
PROJECT MANAGER:
(ORIGINAL CONTRACT
EXTRAS TO DATE
(CREDITS TO DATE
(CONTRACT TO DATE
(AMOUNT OF PROP. CHANGE ORDER
REVISED CONTRACT AMOUNT
TOTAL REVISED CONTRACT AMOUNT PER
UNIT
REVISED COST SHARE
TOTAL REVISED CONTRACT
DEVELOPER -AWARDED -PROJECT CHANGE ORDER
Delara Chase Multifamily
Water and Paving
24-0140
105763
62869
30114-0200431-105763-EO7685
28326
K-3318
Samuel Quinones Scott
Ram Tiwari
WATER
Developer
Cost
$120,208.50
$0.00
$0.00
$120,208.50
$3,077.00
$123,285.50
$260,�
Dev. Cost:
City Cost
$137,541.50
$0.00
$0.00
$137,541.50
$0.00
$137,541.50
127.00
CITY PARTICIPATION:( YES
Phone No: (682)225-9106
Phone No: (817)392-2237
SEWER
Developer Cost
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
City Cost
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$144,417.50
CONTRACT UNIT
DRAINAGE
Developer
Cost
City Cost
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
City Cost:
$522,385.00
CHANGE
ORDER No:
1
PAVING
Developer
Cost City Cost
$21,132.00 $240,426.00
$0.00 $0.00
$0.00 $0.00
$21,132.00 $240,426.00
$0.00 $0.00
$21,132.00 $240,426.00
$261,558.00
STREET LIGHTS
Developer
Cost
City Cost
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$377,967.50
$0.00
WORKING
DAYS
120
0
0
120
0
120
REVIEWED
By TIWARIR at 2:46 pm, May 15, 2025
.10
OFFICIAL RECORD
Revised: 12-17-2018 CITY SECRETARY Page 1
FT. WORTH, TX
You are directed to make the following changes in the contract documents:
UNIT I: WATER IMPROVEMENTS
CITY BI#D ITEM
CFPri
DeCospef
PAY ITEM # QUANTITY
UNIT ITEM DESCRIPTION Price UNIT
UNIT PRICE
City Cost
TOTAL
*14 3312.2003 1.00
EA 1" Water Service 1 $3077.00
$3,077.00 1 $0.00
$3,077.00
TOTAL UNIT I: WATER IMPROVEMENTS
$3,077.00 $0.00
$3,077.00
Asterisk (*) indicates New Pay Item
REVIEWED
By TIWARIR at 2:46 pm, May 15, 2025
Revised: 12-17-2018 Page 2
REASONS FOR CHANGE ORDER Add irrigation service.
RECOMMENDED:
mma, in
By: jb-f l J Date: 5/9/25
Name: Andrea Taylor, PE u
Title: Principal
APPROVAL RECOMMENDED:
CFW- Water Department
By: suss✓QP�
Name: Suby Varughese
Title: Engineering Manager
RECOMMENDED:
CFW - *Contract Compliance Manaqer
By: I,it 2025 , m �w�,�, -,513
Name: Ram Tiwari
Title: Sr. Professional Enqineer
M&C Number:
M&C Date Approved:
APPROVED:
Delara Jr ��//J//����- Date: 5/13/2025
Name: Abiqail Penner
Title: Managing Member
APPROVED:
CFW -Assistant City Manager
Date: 05/16/2025 By: � Date: 05/27/2025
Name: Jesica McEacherm
Title: Assistant City Manager
pORanT�Il➢
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ATTEST p° W4 a
Date:
05/15/2025 a
pawn nez 65ag4
By: Date: 05/27/2025
Name: Jannette S. Goodall
Title: City Secretary
APPROVED:
Rumsey C str/ tio l
By. / �C
Name: Gary Wells
Title: CEO
APPROVED AS TO FORM AND LEGALITY:
CFW - Assistant City Attorney
By: -13z 118113 Date: 05/19/2025
Name:
Richard McCracken
Title: Senior Assistant City Attorney
* Contract Compliance Manager (Project Manager):
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract,
and ensuring all performance and reporting requirements.
❑There are NO City Funds associated with this Contract
2There are City Funds associated with this Contract
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
REVIEWED
By T/WARIR at 2:47 pm, May 15, 2025
Revised: 12-17-2018 Page 3
1.
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INSTALL
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INSTALL
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PR 30 30
CONTRACTDR SHALL FIELD `
RIFY EXISTING FLOITI O _
PRIOR TO ANY CON N.
NOTIFY ENCMEER OF ANY
CONFLICTS -
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UNLESS OTHERNgSE NOTED
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1 REFER TO SHEET 3-4 FOR GENERAL NOTES.
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FOR WATER DETAILS
3 REFER TO SHEET FLAT
4 REFER TO PLAT FOR CENTERLINE
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GEOMETRY AND EASEMENT ,'FRARON
AND
5 CONTRACTOR SHALL MAINTAIN SEPARATION
Z
-
BETWEEN WATER AND SEWER PER ICED
O
REQUIREMENTS.
LOCATION AND REQUIRED FITTINGS FOR
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C
Z
POLYPIGS SHALL BE COORDINATED BETWEEN
THE CONTRACTOR AND THE CITY INSPECTOR
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CLEANOUT WYES MUST BE REMOVED OR
TURNED UNDER PIPE
- - - - -
NOTES:
7. MINIMUM RADIUS OF CURVE AND MAXIMUM
DEFLECTION ANGLE OF PIPE JOINTS WILL BE
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LJ
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F WATER MAIN APPURTENANCES SHALL BE
RESTRICTED TO 509 OF MANUFACTURER'S
REMOVED AND SALVAGED
IN ACCORDANCE THE
RECOMMENDATION, AFTER WHICH THE USE OF
HORIZONTAL OR VERTICAL BENDS WILL BE
w
CITY OF FORT WORTH STANDARD
CONSTRUCTION SPECIFICATIONS AND DETAILS
REQUIRED NO BENDING OF PIPE IS ALLOWED
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2 12-INCH AND SMALLER WATER MAINS SHALL
DCM-5.6 i
8 ALL VERTICAL AND HORIZONTAL FITTINGS AND
BE DESIGNED FOR A MINIMUM COVER OF 48
INCHES. MEASURED FROM THE TOP OF
VALVES SHALL BE DESIGNED WITH RESTRAINT
- -
SURFACE (EXISTING AND FUTURE)
TO THE TOP
JOINTS IN ADDITION TO CONCRETE THRUST
BLOCKING ANCHOR TEES OR ANCHOR
OF PIPE
COUPLINGS SHOULD BE USED TO SECURE ALL
BRANCH VALVES TO FITTINGS. DCM 5.6.3
9. ALL WATERLINE PVC PIPE SHOULD BE IN
5 e 2025
ACCORDANCE WIN AWWA C 0, DR-14
C OF
SPECIFICATION 33 11 12 PART 2 B
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ALL EXISTING UTILITY DATA lS PRONDED FOR
INFORMATION ONLYALTHOUGH THIS DATA IS
SHOWN AS ACCURATELY AS POSSIBLE, THE
a TAtto
CONTRACTOR IS CAUPUNED THAT NEITHER THE
OWNER NOR TIRE ENGINEER ASSUME ANY
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RESPONSIBILITY FOR THE ACCURACY OF THIS
DATA IT SHALL BE THE CONTRACTOR'S
IR ,TI, ON11
RESPONSIBILITY TO VERIFY THESE LOCATIONS AND
ELEVATIONS PRIOR TO CONSTRUCTION.
S� _
CALL TEXAS 811 OR OTHER UTILITY LOCARNG
SERNCES to HOURS PRIOR TO CONSTRUCTION
ACT— MMA INC IS NOT RESPONSIBLE FOR
i_E DATE
0/B/UGA
KNOWING ALL EXISTING UTILITIES OR DEPICTING
EXACT LOCATIONS OF UPLIPES ON DRAWINGS.
SOURCE BENCHMARK.'
"TYFORTNCH
BRASS DISC STAMPED 'CITY OF T
MONUMENT NO 8105' LOCATE) IN CENTER OF 1)'
RECESSED INLET 1.0' BEHIND TIRE FACE OF CURB
ON THE NORTH CURB OF THE NORTH LANE BE
AL TA MESA BL VD. APPROXIMATELY 292' WEST OF
THE WEST BURS LINE OF TRAIL LAKE DRIVE
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LOCATED THE NORTHT4 SIDE OF ALTA MESA
AI PPROXIMATEL
PO 'E LOCATE) AY 274' WEST OF THE
INTERSECTION S HU STREET AND HEST
BOUND LANE OFF SAID ALTA MESA BLVD
WATER
PLAN
REVIEWED I
BENCHMARK IS APPROXIMATELY 8. iNORTH OF
By TIWARIR at I:47 pm, May 15, 2025 )I
TIRE BACK OF CURB AND 764' WEST3' OF A
ORIV£WAY ENTRANCE
EL£V. 832 68'
NA083 TXNC GRID
N' 6920514 32'
E 230803826'
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02025 MMA. 111