ST9801-CS 980911 (2)~in~ W. I-'rc~. P.E.
Marvin C Nichols, P.F..
1900- I
I gg/i- 1 '~6~)
FREESE - NICHOLS
Fax Transmittal
TO:
FROM:
DATE:
SUBJECT:
Ken Griffin
t~tx: 972-304-357()
Tricia H. HatIcy, P.E.~
September i i, 1998
Cc>ppell Road Attachments
Total number of pages including transmittal sheet: 11
there is a problem receiving any of the pages, please call Kath .ryn at 2 14-920-2500.
COMMENTS:
Following are the rest of the attachments for the contract including the fee summary. Please review and
call me with any comments you might have. We will send the originals in the mail this afternoon. We will
incorporate any comments you have prior to mailing them.
The revised scope of services look good. Plcasc let me know if you will be able to incorporate our
comments on the contract.
- END -
co: C951
FRE.t.~IE AND NICItOI.,S, INC. · 1341 W. MOCKINGBIRD LANE. SUITE 230-E · DALLAS, TEXAS ~75247-4922
TEI.EP}IONE: 214-920-2500 · FAX: 214-920-2565
L o6ed ~0~ qop ~VBL:LL 96/LL/60 g9g~Oe6~L~ S~OHOIN · BSBBBd
:Aq ;ueB
DATE:
PROJECT:
PREPARED:
REVIEWED:
CITY OF COPPFI I
COPPELL ROAD PAVING, WATER & DRAINAGE IMPROVEMENTS
OPINION OF PROBABLE COST OF CONSTRUCTION
Schematic Design Estimate
9/8/1998
Paving and Waterline Improvements for Coppell Rd.
Chris Jones, E.I.T.
Tricia Hatley, P.E.
Waterline Improvements
1 12" Water Main, including fittings and embedment 1,360 LF
2 12" Gate Valve 5 EA
3 12" To 10" Connection, including reducer and plug re~ I EA
4 Remove 12" Plug and Connect I EA
5 Trench Safety Program 1,360 LF
6 Fire Hydrant Assembly 5 EA
$50.00
$1,500.00
$3,000.00
$2,000.00
$1.00
$~>,000.00
Paving Improvements
I 41' Wide 8" Concrete Paving 26,500 SY
2 Concrete Curb 11,000 LF
3 Lime Stabilized Subgrade 16,000 SY
4 Intersection Reconstruction 2 EA
5 Earthwork- Cut 23,500 CY
6 Earthwork- Borrow 2,000 CY
7 Hydromulch Seeding 13,000 SY
8 24" RCP Storm Drain 420 LF
9 30" RCP Storm Drain 2,000 LF
10 60" RCP Storm Drain 200 LF
11 Grade Channel to Drain to Creek 600 LF
12 Storm Drain Headwall or Outfall Structure 5 EA
13 10' Curb Inlet 20 EA
14 Trench Safety Program 2,900 LF
15 Erosion and Traffic Control I LS
16 3-8'x6' Box Culvert 90 LF
17 TxDOT Headwalls for Culverts 2 EA
18 Erosion Protection Upstream and Downstream Culve~ 2 EA
19 Storm Drain Manholes 10 EA
$27.00
$3.00
$3.oo
$15,OOO.OO
$3.oo
$7.oo
$1 .oo
$so.oo
$75.oo
$150.00
$60.00
$2,500.00
$3,000.00
$1 .oo
$15,000.00
$600.00
'$4,500.00
$4,500.00
$~>,500.00
t:~costest.xls
$68 000
$7 500
$3 000
$2 000
$1 360
$10 000
$91 860
$715,500
$33,000
$48,00o
$30,000
$70,500
$14,000
$13,000
$25,200
$15o,ooo
$3o,ooo
$36,000
$12,500
$6o,ooo
$2,900
$15,000
$54,000
$9,ooo
$9,000
$~5,000
$1,255,600
"1
Sub-Total Construction
20% Contingency
Total Construction
$1,347,460
$269,49~>
$1,616,952
Freese and Nichols, Inc.
C'
1900-1990
1896-1969
FREESE "' NICHOLS
TO: City of Coppell
255 Parkway Blvd.
Coppell, Texas 75019-4409
ATTENTION: Kenneth M. Griffin, P.E.
We are sending you X Attached []
the following items:
X Plans [] Specifications
[] Reports [] Diskette(s)
COPIES
1 Conceptual plan
LETTER OF TRANSM1TTAL
DATE: September 8, 1998
PROJECT:
Cppell Road Water, Storm
Sewer & Pavement
Improvements --
Conceptual Plan
Under Separate Cover VIA
[] Shop Dwg. __
[] Other
DESCRIPTION
These are transmitted for your:
X Use [] Review &Comment
[] Approval [] Distribution to Parties
[] Record [] Other
[] Response
Remarks: Attached you will find for your use a conceptual plan drawing for the Coppell
Road Improvements as well as a revised cost estimate. This cost estimate has been
revised as of today. Please disregard previous cost estimate for September 4, 1998.
Copies to:
1 file: off981Ml-c950
FREESE AND NICHOLS · 1341 W. MOCKINGBIRD LANE, SUITE 230E · DALLAS, TEXAS 752474922
TELEPHONE: 214-920-2500 · FAX: 214-920-2565