ST8703-CS 900205U.T. CONSTRUCTION, INC.
2221 E. LAMAR BLVD., SUITE 950
ARLINGTON, TEXAS 76006
(817)640 -8200
February 5, 1990
Mr. Russell Doyle, City Engineer
City of Coppell
P.O. Box 478
Coppell, Texas 75019
RE: Reimbursement to D.T. Construction, Inc.
for costs related to Samuel Boulevard
adjacent to The Meadows Section VI
Dear Russell:
Mr. Ratliff had asked me to prepare a pay request for your review and
approval by the City Council. Attached is the documentation regarding the
request along with a letter certifying the costs from the Project Manager,
Kevin R. Kendrick, P.E. The request is summarized as follows:
Engineers Certified Costs $42,794.15
M.U.D. Inspection Fees
(5% of M.U.D. owned improvements) 713.08
Construction Management
(5% of Hard costs) 1.923.61
Total Amount of Request $45,430.84
We respectfully request that this item be placed on the next possible
Council Agenda. If you have any questions, please do not hesitate to call
0
Gordon D. Jones
Vice President
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AA0 ,� . A 4 j PAUL S. S. UNZICKER, INC. ,� urn „9•
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CONSULTING ENGINEERS
8700 STEMMONS FREEWAY, SUITE 400 Sri �J(r�a
DALLAS, TEXAS 7'
(214) 634 -3300
February 5, 1990
Ms. Shohre Daneshmand, P.E.
City of Coppell
Department of Public Works
P.O. Box 478
Coppell, Texas 75019
Re: Samuel Boulevard Improvements near the
Meadows Section Six - Phase One Addition
Coppell, Texas
86062 -0
Dear Shohre:
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Per my telephone conversation with Gordon Jones, Vice President of
D.T. Construction, please find enclosed the revised estimate for the
improvements related to the City of Coppell's participation of the
improvements surrounding the referenced development. This estimate
has been revised as follows:
1) The quantity for traffic detour barricades, and the striping and
traffic buttons for Samuel Boulevard has been changed from 0.5 to
0.39 for both items.
2) The quantity for the 30 inch RCP Class III storm sewer pipe will
remain as shown. The additional 45 feet is for the extra pipe
which was stubbed out to the center of Samuel Boulevard. This
was requested by Kevin Pieffer, P.E. and Russell Doyle, P.E. the
night that the Final Plat was approved by the City Council of
Coppell.
3) The lowering of the existing water line was required to extend
the 30 inch storm sewer system to the centerline of Samuel
Boulevard. It was not known that the waterline was to be lowered
until it was exposed during the construction of the storm sewer
system.
4) The unit price for the Class IV, 30 inch RCP storm sewer pipe has
been changed from $37.41 per foot to $31.41 per foot. The unit
price originally shown was for the 33 inch Class IV RCP pipe
which does not affect the Samuel Boulevard improvements.
PAUL S. UNZICKER, P.E. DAVID M. SCHNURBUSCH, P.E.
President Vice President
February 5, 1990
Ms. Shohre Daneshmand
Page Two
5) All bonds have been paid as indicated by the City's receiving
these from each contractor after acceptance of the subdivision.
6) The Engineering fee for the referenced subdivision has been paid
by the developer.
7) The adjustment to the existing inlet has been deleted from the
estimate. This item was deleted as it does not directly affect
the improvements in Samuel Boulevard. However, it should be
discussed in the future by the City and the owner as it was
requested at the City Council meeting the night the plat was
approved. This inlet is downstream of the referenced development
as was not necessary for the Meadows Six Addition, but was
constructed for the City by the developer.
If you have any questions, please feel free to call.
Sincerely,
Kevin R. Kendrick, P.E.
Project Manager
KRK /bp
cc: Mr. Gordon Jones / D.T. Construction
PAUL S. UNZICKER, INC.
-�. Consulting Engineers
b J Stemmons Freeway, Suite 400
Dallas, Texas 75247
(214) 634 -3300
MEADOWS SECTION 6 - PHASE ONE
SAMUEL BOULEVARD IMPROVEMENTS
CITY PARTICIPATION
FOR
D.T. CONSTRUCTION
UNIT PRICES AND QUANTITIES BASED ON ACTUAL CONTRACTOR'S FINAL PAY REQUEST
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
PRICE
AMOUNT
PAVING, DRAINAGE & EXCAVATION
6 3500 PSI REIN. CONC. PVMT.
1,250
S.Y.
$ 13.60
$17,000.00 '
LIME STABILIZATION
1,300
S.Y.
1.08
1,404.00
HYDRATED LIME
18
TN.
66.00
1,188.00
DOWEL INTO EXISTING PAVEMENT
285
EA.
2.00
570.00
REMOVE EXISTING DRIVE & PAVEMENT
755
S.Y.
2.20
1,661.00
MATERIAL TESTING
1
L.S.
250.00
250.00 "
TRAFFIC DETOUR & BARRICADES
0.39
L.S.
3,408.08
1,3 29.15
STRIPING AND TRAFFIC BUTTONS
0.39
L.S.
1,242.00
484.38
30 INCH RCP CLASS IV PIPE
50
L.F.
31.41
1,570.50
30 INCH RCP CLASS III PIPE
235
L.F.
28.26
6,641.10
STANDARD 14' REC. INLET
2
EA.
2,100.00
4,200.00
WYE CONNECTIONS
ADJUST EXISTING MANHOLE
2
EA.
162.40
324.
LOWER EXISTING WATERLINE
1
EA.
1,750.00
1
SUBTOTAL
38,472.13
BONDS (1.5 PERCENT)
0.015
L.S.
38,472.13
577.08
STREET CLEARING AND GRUBBING
0.35
AC.
800.00
280.00
STREET EXCAVATION
250
C.Y.
1.18
295.00
ENGINEERING (8.0 PERCENT)
0.08
L.S.
38,624.21
3,169.94
GRAND TOTAL
$42,794.15
PAGE 1
L L. H. LACY COMPANY
MONTHLY PAY REQUEST
DECEMBER, 1909
ORIGINAL CONTRACT: 249.739.20
DT CONSTRUCTION, INC. �...,' hrE TOTAL CHANGE ORDERS: 0.00
c h PAUL S. UNZICKER, INC. TOTAL: 244,734.20
8700 STEMMONS FREEWAY, SUITE 406 PERCENT COMPLETE: 98.47X
DALLAS, TEXAS 75247
JOB NAME: MEADOWS SECTION 6 - PHASE ONE
JOB NUMBER: 361
PAY
REQUEST 1: 03
CUSTOMER NUMBER: 21047
FROM NOV 26, 1909
TO DEC 25, 1989
PROJECT MONTHLY WORK TOTAL WORK;
CONTRACT MONTHLY
TOTAL
ITEM
DESCRIPTION
UNIT
EST. QUANTITY ON
CONTRACT ON
CONTRACT UNIT
PRICE
AMOUNT
AMOUNT
PAVING
1.
6' 3500 PSI REINF CONCRETE PAVEMENT
SY
2,930.00 ✓
0.00
2,930.00 ✓
13.60 v
0.00
39,848.00 ✓
2.
6' 3000 PSI REINF CONCRETE PAVEMENT
SY
9,440.00
0.00
9,440.00 ✓
13.60 ✓
0.00
128,384.00 v
3.
6'X4'X6' 3600 PSI REINF CONCRETE ALLEY
SY
3,030.00 /
0.00
3,030.00 ,✓
11.90 ✓
0.00
36,057.00 v -
4.
LINE STABILIZED SUBGRADE
SY
16,640.00 ✓
0.00
16,640.00 ✓
1.08 ✓
0.00
17,971.20 ,✓
5.
LIME
TN
225.00 ✓
0.00
167.00 ✓
66.00 ✓
0100
11,022.00 .
6.
SAWCUT 6 REMOVE EXISTING PAVEMENT
SY
1,650.00 ,/
0.00
1,650.00 v/
2.20 ✓
0.00
3,630.00 ,i
7.
ADJUST MANHOLES
EA
12.00
12.00 ✓
12.00 ,/
162.00 ✓
1,944.00,/
1,944.00
B.
ADJUST CLEANOUTS
EA
5.00 '✓
5.00 ✓
5.00 ✓
108.00 v
540.00 ✓
540.00.✓
9.
MATERIALS TESTING
LS
1.00 '�
0.00
1.00
2,495.09 ✓
0.00
2,495.00 f
10.
PAYMENT, PERFORMANCE, MAINTENANCE BONDS
LS
1.00 ✓
0.00
1.00 ✓
2,700.00 ✓
0.00
2,700.00 ✓
11.
DOWEL TO EXISTING SLAB
EA
660.00 ✓
0.00
660.011 ✓
2.00
0.00
1,320.00
----- - - - - -- ----- - - - - --
TOTAL AMOUNT OF WORK PERFORMED 2,4E+4.00 245,911.20"'
LESS 10% RETAINAGE 248.40 ✓ 24,591.12
------- - - - - -- ------- - - - - --
------------- ------- - - - - --
NET AMOUNT PAYABLE ON CONTRACT 2,235.60 ✓ 221,320.00-'
LESS: SPECIAL DEDUCTIONS 0.00
PLUS: EXTRA WORK; 0.00
NET AMOUNT DUE ON PROJECT 221,326.08-
LESS PAYMENTS RECEIVED TO DATE 208,399.05:
CURRENT AMOUNT DUE ON PROJECT 12,421.tT3
-------- - - - - --
AMOUNTS UNPAID FROM PRIOR ESTIMATES 10,685.43/
AMOUNTS DUE FROM CURRENT ESTIMATE 2,235.60
CURRENT AMOUNT DUE L. H. LACY COMPANY 12
-------- - - - - --
--------------
PLEASE DIRECT ANY QUESTIONS OR CORRESPNDENCE CONCERNING THIS PROGRESS ESTIMATE TO:
L. H. LACY COMPANY
16888 SHADY TRAIL
P.O. BOX 541297
DALLAS, TEXAS 75354 -1297
(214) 357 -P146
PAUL S. UNZICKER, INC.
CONSULTING ENGINEERS
8700 STEMMONS FREEWAY, SUITE 400
DALLAS TEXAS 75247
(214) 634-3300
Mr. Gordon Jones
Horton & Tomnitz, Inc.
2221 East Lamar Blvd., Suite 950 LB43
Arlington, Texas 76006
For: Meadows Section Six - Phase One
July 31, 1989
Invoice Number 4
Project No. 86062.00
Professional Services: May 21, 1989 through July 20, 1989
(Meetings, City Coordination, M.U.D. Coordination, Final Plat & Engineering
Plans, Bid Coordination, Survey Coordination, and Construction Staking:
--------------------------------- - - - - -- --
PROFESSIONAL PERSONNEL 350.00
Engineering 2,880.00
Surveying
REIMBURSABLE EXPENSES 1,618.50
Print Expense 29.00
Mileage
TOTAL THIS INVOICE 4,877.50
OUTSTANDING INVOICES
No. 00001 Date 02/01/89 440.00
No. 00002 Date 03/24/89 9,773.30 a
No. 00003 Date 05/30/89 13,553.00 �'�"'
Total 23,766.30 C 23,766.30
)
TOTAL NOW DUE 28,643.80
1
THANK YOU ! r
DAVID M. SCHNURBUSCH, P.E.
PAUL S. UNZICKER, P.E.
Vice President
President