ST9302-CS 980803 (2)AUG 83 '98 05:59PM KIM~ ~HORM FT WORTH
and Assodates, Inc,
Far. Transmittal
Suit~ tl~O
Fo~ Worth, 'tX 76102-6803
'FEI.. 817 335 6511
FA~ 817 335 5070
Firm/Location:
Job No.'
Date:,. I~/~'/'~' ,
Original coming by mail: Yes: No:K-
If you have any problems, please call 817/335-6511 and ask for:
Total number of pages, including cover sheet:,
Engineen~g
Planting
and
Enwronrnental
Consultants
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AUG OB '98 06:00PM KIMb~-HORM FT WORTH P.2710
Sandy Lake Road
Pre-Bid Meeting Notes
Meeting Time: 2:00 P.M., Tuesday, July 21, 1998
Meeting Place: Coppell City Hall, 255 Parkway Blvd., 2"a Floor Conference Room
I. Before the meeting, J.R. Wilson, Gifford-Hill-American, Ine.'s Senior Sales Representative,
stated his concern over PVC and PE water pipe being smaller I.D. than the specified sizes.
II.
a)
b)
¢)
e)
Meeting Agenda
Jim Ragsdill, City of Coppell Purchasing Agent, said that any addendum must be issued
at least 4 days prior to the bid opening. Addendum will be issued prior to August 1,
1998.
Jun Battad, DWU Engineer, will fax his comments to KHA tomorrow to include with
Addendum.
Item No. 2 of the pre-bid Agenda should read as "Qualification Requirements", not "Pre-
qualification Requirements". 2 or 3 low bidders must submit financial statement,
expense record, and equipment schedule within 5 days after the bid opening.
Utility shutdowns will be coordinated with DWU, UTRWD, Coppell, and Flower
Mound.
Item No. 6 - City obtained permission from property owner at Sra. 16+68 (right) to
reconstruct stockade fence on top of retaining wall.
Item No. 7 - East end of project will tie into paving plans from Sverdrup (not available
yet). Final quantities may be affected. This Dallas County project may be revised so that
the City of Coppell can construct Sand Lake Road through MaeArthur Blvd. on the east
end of the project. Dallas County will be involved with inspection of this part of the
project including:
g)
Paving
Drainage
Sewer Line Relocation
and Traffic Signals
However, this may be assigned as a change order or bid as a separate project.
Item No. 8, Moore Road / Sandy lake Road intersection will be constructed as part of
this project.
RUG OB
'98 06:00PM KIM~-HORM FT WORTH
P.3/10
Sandy Lake Road Pre-Bid Meeting Notes, July 21, 1998, Page 2
III.
Comments to Contractor's questions.
a) Phased construction for filling borrow ditches is subsidiary to the project (no additional
payment for this item will be made).
b) Potholing for the existing DWU 30" water main is included as a separate bid item.
c) Contractor shall provide a construction trailer for the project, and shall include space for
the City's Project Representative. Two possible sites for the trailer are the T.U.R.O.W.
and Gordon Hood tract.
d) Normal working hours for the City Project Representative are Monday through Friday
8:00 A.M. - 5:00 P.M. Extended working hours are usually approved by the City,
provided that the noise ordinances are met. Overtime pay for inspection will be paid by
the Contractor at a rate of $30/hour, 4 hours minimum, including weekends and
holidays. The City will either hire an inspector (via contract services) or use one of the
current inspectors assigned for development and capital improvement projects.
e) Prevailing wage rates will be included in the Addendum.
f) All water used by the Contractor will be purchased from the City. The Contractor must
pay a deposit for the construction meter and pay monthly commercial rates for the water
used. (Water used for filling water mains must also be purchased.)
g) DWU Bid Form will be revised to show only each Bid Item's total price; the material
and labor costs will be removed from the Bid Form.
h) Computerized Bid Forms must include bid prices in both words and figures; Contractor
shall sign Bid Affidavit and submit 2 copies of the Bid Form (1 original and 1 copy).
i) DWU Bid Form will be revised to include both mobilization and move-in/move-out bid
items.
j) City of Coppell will pay for initial construction testing. The testing lab has not yet been
selected.
k)
Temporary Pavement:
1) Detour Lane widths = 10' minimum
2) Temporary pavement thickness = 6" base + 2" HMAC. Contractor must maintain in
a driveable, safe condition.
3) No designated left turn lanes will be required.
' I
- P.4×lO
AUG 03 '98 06:01PM KIM HORM FT WORTH ~
Sandy Lake Road Pre-Bid Meeting Notes, July 21, 1998, P~ge 3
4) Markings, buttons, signs, painting will be included as part of the traffic control plan
submittal to the City.
5) Concrete barriers will be included as a separate Bid item in the Addendum.
1) Coppell award recommendation will go to the City Council for approval on August 25.
The work start date will be approximately October 1.
m) Franchise Utility Relocations: Companies have been notified to relocate south side
transmission poles, (TU) north side distribution lines (TU), and gas lines at Moore Road
(Lone Star Gas.)
n) DWU award recommendation will go to the City council August 12. The'financial
details and agreement have been finalized between the 2 cities.
o) There are no minority / women's business requirements on this project.
p) There are no areas along Sandy Lake Road for a concrete batch plant. T.U. will probably
not allow this on their R.O.W. (Texas Air Control Regulations must be met).
q) City's testing does not alleviate Contractor's responsibility for their own quality control.
r) The addendum will address the contract award based on all or part of the alternate bid
items (lime vs. cement stabilization, drilled shafts eliminated for spread on footing
retaining walls)
s) Contractor will state time required to complete project. This will also be a selection
determination.
t) this project will be high-profile: (news coverage, ribbon cutting ceremonies, etc.)
u) Debris in proposed concrete channel area will be removed by the Contractor.
v) Concrete channel will stop at the location designated as a future landscaping pond.
w) Pay requests usually receive a 5-day turnaround period at the City. No interest can be
charged for late payments as applicable to State laws.
x) Contractor shall submit traffic control plans, and sequence of construction schedules to
the City of review.
y) Field changes may be necessary due to new development along Sandy Lake Road
(streets, driveways, water/sewer lines, drainage, etc.)
KIM~-HORH FT WORTH
P.5×10
Sandy Lake Road Pre-Bid Meeting Notes, July 21, 1998, Page 4
z) No earthwork cross-sections are currently available, old sections and survey data are
available to the Contractors upon request. This information is only application for
phasing development by the Contractor.
aa) The typical road section per City Standards will be included in the addendum.
bb) Temporary fencing will be necessary at the Hertz/S.L.R.S.W. corner (dog kennels)
cc) Alt tree removal must be coordinated with the city in advance. All trees approved for
removal must be disposed of as soon as possible after cutting.
dd) The areas on the plans designated as straight sidewalks are limited by right-of-way width.
ee) No fly ash will be allowed in concrete mix designs.
fl) Contractor must submit traffic control plan designating week-end road closings and high
early strength concrete for intersection construction.
M~ P.GxlO
AUG 03 '98 OG:O1PM KI -HORH FT WORTH ~
Sandy Lake Road PreBid Couference Agenda, July 21, 1998, Page 4
CITY OF COPPELL
SANDY LAKE ROAD PAVING, DRAINAGE, WATER SYSTEM IMPROVEMENTS
PRE-BID CONFE~NCE ATTENDANCE SHEET
NAME: PHONE No.:
COMPANY:
335
16.
17. HA
18,
//"' /
July 21, 1998
yegr-/- 7a/q
I ' I
. O~2~1~ 0~ '~ .06:0~PM K~M~.~-HORN FT
PP~VA~
WOR'TFERINI~ * 817 ~35 50?0
The City of Coppell is r~e coutracdn& ago'ney for this co.~.trucrion project., Thc following statute
requizesany contracti~ agency to specify · ~eneml~y prevadLUg rate of we~es m contracts that are bid.
Vemon's T~a~ Civil ~mtes - Arkie $159a:
"Constmctiou of Public Works in Sta~ and
Municipal or Political Sulxlivisions; Prevailing
Wage I~te to be Maintained.'
i
Pu~c to du: rcquiremeaLs of ttds statut~,~,tt~ City of Coppell, has ascertaiaed ~e followin~ rates of
wages ate paid m various classifw, ations of '.,workers in be iqcality of ttzis project.
Not less than the following hourly rates shal~ be paid for thc various classifications of work required by
general prevailing rate of 'laborer" for me ,~snous classlncauons ot wors
The hourly rate for l. gal holiday ami
gmes thc base hourly rat~.
The--'"' ,,,~.m~,,4 ~l,e ioumeymau rates.; Aopreariccs may be u~ed on the p.roject and .n~.y .~c
~'--r'~----- ~'-'="' -' -'- ..... ~-- ~,,,, not'at a za~ not less thazt 60 ~ of the journeyman s wage as
~hown At no time ~hnll ajo~ supe~e mote man one U) apptmm~. ~ ,,t'¥-"'""'" '
aader ~he direct supervision of a jouraeyma~ wotid~ as a c~ew.
CLASSIFICATION
Air Tool Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Weighel
Batterboard Setter
Carpenter
Concrete Finisher- Pa~iing
Concrete Finisher -Stru',ctures
Concrete Rubber
Electrician
Flagger
Form Builder - Struotur~s
HOURLY RATE
$ 7.554
8.565
8.255
6.371
8.620
9.447
9.345
9.058
7.733
12.761
5.598
8.717
Jiddin$ Docam~r~$
'1'1 l T
Laborer- Common
Laborer- Utility
Manhole Builder
Mechanic
Oiler
Servicer
Painter- Structures
Piledriver '
Pipelayer !
Blaster
Asphalt Distributor Ol~rator
Asp.halt Paving Machine
06:03PM KIMI~-HORH FT WORTii[ERING '~ 819 ~-~5
I
I
· CLASS?ICATION I HOURLY RATE
Form Liner- Paving &;Curb
Form Setter - Paving 8t, Curb 8.686
Form Setter - Structures 8.427
6.402
7.461
· 11.000
10.658
8.698
8.104
10.913
7.500
8.509
11.333
.8.404
9.053
Broom or Sweeper Ol:ierator 7.908
Bulldozer, 150 HP & I.~ss 8.703
Bulldozer, Over 150 .HP
9.160
Concrete Paving Cunr~g. Machine 8.213
Concrete Paving Finia,hlng Machine 9.453
Concrete Paving Forn~, Grader 6.500
Concrete Paving JointlMachine 9.042
Concrete Paving Joint'Sealer 7.350
7.875
Concrete Paving Floal~ 9.290
Concrete, Paving Saw ~,
Concrete Paving Spreader 9.750
Paving Sub-Grader j 9.000
Slipform Machine Opelrator 9.000
Crane, Clamshell, Bacikhoe
Derrick, Dragline, .S~tovel
Less Than 1~ C.Y., 9.513
Crane, Clamshell, Bac~khoe
Derrick. Dragline, Sh~oval
1~ C.Y. & Over , 10.517
Crusher or Screening ~iant 9.500
Operator
Form Loader i 12.000
Foundation Drill Ope~tor
Crawler Mounted , 10.000
Foundation Drill Operator
Truck Mounted 11.1 38
Front End Loader 2%
C.Y. & Less 8.823
I ' t
~/:3{'RU-C.- 03 ' 9-8- 0~: 03PH- 'K-~I~Y-HORH
~:LASSIFICATION ,
Front End Loader
Over 2% C.Y.
Hoist- Double Drum
Milling Machine Operator
Mixer (Over 16 C.F.) ~
Mixer (16 C.F. & Less)
Mixer- Concrete Paving
Motor Grader Operat~
Fine Grade i
Motor Grader Operator
Pavement Marking Ma. chine
Roller, Steel Wheel Plant-mix
Pavements I
Roller, Steel WheeI.Ol~er
Flatwheel or Tampinlg
Roller, Pneumatic, Sel~.propelled
Scraper- 17 C.Y. & Lmiss
Scraper- Over 17 C.Y,.
Side Boom ,
Tractor - Crawler Type. 150 HP
& Less ,
Tmc'tor- Crawler Typi Over
150 HP
Tractor- Pneumatic
Traveling Mixer
Trenching Machine _L~ht
Trenching Machine HQavy
Post Hole Driller Oper!ator
Wagon-drill, Boring M~chine
Reinforcing Steel Setter Paving
Reinforcing Steel Setter
Structurers ~
Steel Worker Structural
Sign Erector ~
Spreader Box OperatOr
Barricade Servicer i
Zone Work ,I
Mounted Sign Installer
Permanent Ground;
Truck Driver - Single Axle
Light I
Truck Driver - Single Axle
Heavy
HOURLY RATE
9,311
8.917
6.650
9.000
7.913
9.500
10.346
9.891
6.402
8.339
7.963
7.403
6,138
8.205
7.793
8.448
8.873
7.735
7.615
8.188
12.498
9.000
9.000
9.218
11.548
12.860
11.436
6.988
6.402
6.402
7.465
8.067
+3.440
06:03PM KIMLF~-HOR~ FT-~ORT~RIN~ ~ 817 ~5 $8~
CLASSIFICATION 1
Truck Driver - Tandem Axle
Semi-Trailer ~
Truck Driver - Lowboy/flOat
Truc,~ Driver - Transit M x
Truck Driver - Winch
Vibrator Operator
Welder
.HOURLY RATE
7.816
9.653
7.507
8.200
7.000
10.459