ST8201-AG 900612 (2)A(.,,:NDA REQUEST FORM
CITY COUNCIL MEETING June 12, 1990
ITEM CAPTION: Discussion and consideration of approval of L. H. Lacy Co.'s Application for
Final Payment for ~e constr/lction of Denton Tap Road Improvements from Sandy Lake Road
to Dentontfl ~¢~ ~-'''Creek'J [I ~X~
SUBMITTED . STAFF R. EP.: Ginn, Inc. Consulting Eng.
Irector s Signature) '_
OTHER REP.:
EVALUATION OF ITEM: DATE: 5/29/90
Staff recommends approval of Final Payment in the amount of $131,448.49. This recommendation
is made ~vith the assumption that Change Order No. 5 is approved. An Executive Summary
is included in the back-up material. If the Council should elect to discuss liquidated damages,
we recommend that it be held in executive session prior to consideration of this item.
A PPR 0 VED
BY
DATE ,,' I/~l~n, ~ ¥-~
BUDGET AMT.: $1,791,535.83
CO[~MI{NT$:
AMT. ESTIMATED: S1,903,525.58 AMT. +/- BUDGET: $(111,989.75)
FINANCIAL REVIEW BY: / ~: ;-~
See attached
LEGAl. REVIEW BY:
AGENDA REQ FORM.058gDS
REVIEWED BY CM: _ ~ .
the professional services agreement in the amount not to exceed
$7,100. Following discussion on this item, Councilman Smothermon
moved that the above stated agreement be approved in an amount not
to exceed $7,100. Councilman Morton seconded the motion; motion
carried 6-0 with Mayor Pro Tem Wilkerson and Councilmen Weaver,
Thomas, Morton, Cowman and Robertson voting in favor of the motion.
Item 12:
Consideration of a variance requested from Coppell I.S.D.
regarding parking lot paving at the Coppell Elementary
School Mockingbird Lane site.
Mr. Larry Davis, representing the Public Works Department,
Engineering Division, made the presentation to the Council. This
request is the same as a previous request from the School District
for the reduction of concrete paving from six inches to five inches
in the parking lot and light traffic areas. During discussion on
this item, staff was requested to review current ordinances for
possible amendments of city requirements as opposed to variance
requests appearing on Council agendas. Following further
discussion, Councilman Smothermon moved that the variance request
from the Coppell I.S.D. for reduction in concrete paving
requirements from six inches to five inches in the parking lot and
light traffic areas at the Coppell Elementary School, Mockingbird
site, be approved. Councilman Robertson seconded the motion; motion
carried 6-0 with Mayor Pro Tem Wilkerson and Councilmen Weaver,
Thomas, Morton, Cowman and Robertson voting in favor of the motion.
Item 13: Discussion and consideration of Change Order No. 5 for
the Denton Tap Road Improvements project from Sandy Lake
Road to Denton Creek and authorizing the Mayor to sign.
city Consulting Engineer Representative John Karlsruher made the
presentation to the Council. Mr. Karlsruher was recommending
approval of Change Order No. 5 in the amount of additional costs
for $36,000 and addition of 75 days to the contract. Following
discussion on this item, Councilman Robertson moved that change
order No. 5 for an additional $36,000 plus 75 days to this contract
be approved. Councilman Cowman seconded the motion; motion carried
4-2 with Mayor Pro Tem Smothermon and Councilmen Weaver, Cowman and
Robertson voting in favor of the motion, and Councilmen Thomas and
Morton voting against the motion.
Item 14: Discussion and consideration of approval of L.H. Lacy
Co.'s Application for Final Payment for the construction
of Denton Tap Road Improvements from Sandy Lake Road to
Denton Creek.
Consulting Engineer Representative John Karlsruher of Ginn, Inc.
made the presentation to the Council. Staff is recommending final
payment to L.H. Lacy Company in the amount of $131,448.49.
Following discussion by the Council, councilman Robertson moved
that final payment in the above stated amount be made to L.H. Lacy
Company for the construction of Denton Tap Road improvements from
Sandy Lake Road to Denton Creek. councilman Cowman seconded the
motion; motion carried 4-2 with Mayor Pro Tem Smothermon and
Councilmen Weaver, Cowman and Robertson voting in favor of the
motion and Councilmen Thomas and Morton voting against the motion.
Item 15: Discussion and consideration of approval for L.H. Lacy
Co.'s Application for Final Payment for the construction
of the Denton Tap Road Improvements project from Beltline
Road to Sandy Lake Road.
Consulting Engineer Representative Jo~n Karlsruhe~ also
resentation to the Council. Staff is recommending approva~
~inal payment in the amount of $230,989.10. Following disc~ssion,
Councilman Robertson moved that final payment in the above st~ta~
amount to L.H. Lacy Company for construction of the Denton
Page 4 of 10
Date: June 5, 1990
TO: Frank Trando
FROM: Misty Roper
RE: Denton Tap Improvements
AMOUNT ISSUED:
OTHER REVENUES:
TOTAL REVENUES
PAID TO DATE
BALANCE 6/5/90
4,500,000.00
2,299,769.81
6,799,769.81
6,112,196.31
687,573.50
A total of $362,437.59 has been requested for final payment on the
Denton Tap Road Improvements project from Beltline Road to Sandy Lake
Road and from Sandy Lake Road to Denton Creek. The $36,000.00 change
order is included in the above amount. After making the final payment
of $362,437.59 to L.H. Lacy, we will have a balance of $325,135.91
remaining in Denton Tap of which most is already encumbered for
lighting, irrigation, landscape, etc..
G1NN, INC.
CON [ L i lNG I..NGINLk, t.,
May 31, 1990
Mr. Steve Goram
City of Coppell
P.O. Box 478
Coppell, TX 75019
Re: Denton Tap Road Improvement Projects
Dear Steve:
The Denton Tap Road Improvement projects are now ~'on~'~ ~z ~
Enclosed is the final ~[¢~cumentation req~i~ed fo~: t~e (~:it~ .~
accept the project and make final payments to L A. Lacy C'~;pany.
This package contains three separate items whict~ are: Ch~e
Order No. 5 and Final Payment Request fcr the Do?th U~oje~t ~ ~'
Final Payment Request for the south project.
Attached is a final estimated summary of costs
With all things considered at this point ir, time. tha Ci%~
realized an approwi~ate cost saving~ ~o d~t~
$235,000.00 from the original budgeted a~ou!~t (pills q' 2,0~i,,
transferred to Belt Line Road East/West).
We are proud to have been of service %o the cit. w [~
planning, design and project administratiou of the projects.
want to thank you, and all of the City S'uaff for
cooperation and assistance throughout the duration.
Sincerely,
HWG/dsp
cc: Frank Trando
John C. Karlsruher,
Files 378, 379
PoE0
17103 Preston Road * Suite 100 ~' LB 118 * Dallas, Texas 75248 ~ Phoebe 21.i ~248-,P'1C~0
GINN, INC.
CONSUL l lNG (,INEER
ESTIMATED COST SUMMARY
DENTON TAP ROAD FROM BELT LINE TO SANDY LAKE ROAD
AND FROM SANDY LAKE ROAD TO DENTON CREEK
MAY 31, 1990
PREPARED BY GINN~ INC.
OPIGINAL REVISED
BUDGETED AMOUNT [BUDGETED AMOUNT AMOUNT TO DATE
CORSTRUCTION
(6 LANE W/ ST'D BRIDGE RAIL)
RAILROAD CROBSING
CONOCO PIPELINE
STREET LIGNTS
LANDSCAPING
TRAFFIC SIGNALS
RIGHT-OF-WAY
ENGINEERING
INSPECTION ARD TESTING
TRENCH SAFETY
CONTINGENCIES
ABQ DEV. REIMBURSEMENT
UNIVEST REIMBURSEMENT
OTBER
TOTALS
$5,161,131.83
$5,161,131.83
206,000.00 206,000.00
40,000.00 40,000.00
B17,500.00 217,50D.0(I
213,000.00 212,950.00
170,000.00 170,000.00
100~000.00 100,000.00
443,402.66 443,402.66
154~§33.95 154,833.9S
26~763.39 26,763.39
357,35~. v 242,368.17
$7,100,000.00
$6,974,950.00
$5,240,564.54 79,432.7',
3,JO
O.OO
(3~,7ES.03)
(38 t18.~0)
3,B05.21
(6,539.51
0.:0
o.o~
(z9,25~.21) (29,$54.21) i
(9,547.60~
25(,673.93 250,673.03
167,271.97
22,565.92
97.269.00
174,831.?0
93,460.49
351,383.92
:54 833.95
Page 1 of 2
17103 Preston R.,oad · Suite 10O · LB IIg · Dallas. Texas 75248 e l)hcm'?,.)I/,.-,', 4 ~1 '
OTHER: SOUTH PROJECT NORTH PROJECT BOtH PROJECTS
ITEM/DESCRIPTION r AMOUNT TO DATE IAMOUNT TO DATE ) TOTAL TO DATE
270 ASSESSMENTS
280 CONCRETE RIPRAP MODIF.
285 C.O. #4 (NORTR PROJECT)
287 TRAFFIC SIGNS
315 AONIN, BEYOND COMPLETION
1NSP. BEYOND COMPLETION
601 SURVEYING
602 TRAFFIC ENGINEER
609 UTHER CONSULT.' HYD.
610 ABSTRACT/TITLE
$10,370.50
$8,655.75
$460.00
$26,999.50
$35,277.50
$18,246.64
$1~329.89
$8,138.54
$73.87
$258.47
$2.94
$33,543.03
$5,880.65
$15,327.00
$287.50
$428.75
$25,993.60
$22~288.75
$11,229.38
$4,325.83
$580.97
$1.58
$16,'191.15
$23,982.75
$287,50
$888.75
$52,993.10
$57,566.25
$29,476.02
$1,329.89
$12,464.37
$106.26
$339.44
$33,543.0Z
$21,00D.00 $21,00~.00 1
TOTAL I $164,356.63 I $86,316.40 I $250,67~.03 I
NOTES:
1. Contingency fund in the Revised Budget has been reduced by $125,000 which was transferred to D¢[t Linc Road E-U
2. An estimated amount of $6,000 will be required to obtain a Letter of Map Revision f-om FE'4A ,'ct the Gl'~p~)~ine
Creek Bridge and Channel Improvements.
3. An estimated amount of $11,450.65 in additional adminstration a~d inspecti~)n f~es may ~k
billed to the projects for services during May not yet accounted for or bitl~d.
Page 2 of 2
EXECUTIVE SUMMARY
FINAL REPORT
DENTON TAP ROAD IMPROVEMENTS
FROM SANDY LAKE ROAD TO DENTON CREEK
May 31, 1990
PROJECT CHRONOLOGy
The project was advertised for bidding during January and
February, 1988 and bids were received on March 3, 1988. After a
contract was awarded on April 26, 1988 to L. H. Lacy Company, in
the estimated amount of $1,791,535.83 a Notice-To-Proceed for the
365 calendar day contract was issued effective June 15, 1988.
During the course of construction of the project both weather and
changes in the scope of work of the project brought about
requests for extensions in contract time. The original contract
completion date was June 14, 1989. The requested time extensions
and their impact on the contract
follows:
completion date are listed as
Time Contract Contract
reauested time date
Original Contract 365 6/14/89
1. Change Order No. 2 10 days 375 6/24/89
2. Change Order No. 3 14 days 389 7/8/89
3. Request dated 6/1/89 3 days 392 7/11/89
4. Change Order No. 4 7 days 399 7/18/89
5. Request dated 6/13/89 60 days 459 9/16/89
6. Change Order No. 5 75 days 534 11/30/89
Total 169 days
Substantial completion was when the project was opened to six
lane traffic. The Contractor claims to have reached substantial
completion on September 20, 1989. Our research indicates that
this is correct. In consideration of the time extensions
requested, the Contractor substantially completed the project
within the adjusted contract time.
From the date of substantial completion until the date of the
final walk-through inspection, February 21, 1990, the Contractor
completed his work on miscellaneous small work items and
repair/replacement of defective work. Since the date of the
final inspection the Contractor has been working on the punch
list of items noted by ourselves and the City during the
inspection. At this time the contractor is preparing "as-built"
drawings and submitting contract closeout items including his
application for final payment.
Page 1 of 3
FINANCIAL SUMMARY
This project began with an estimated Contract Price of
$1,789,363.03 based on the contractor's low bid of $1,791,535.83
minus a rebate of $14,000 and plus an additional cost of
$11,827.20 for the addition of the Decorative Concrete Bridge
Railing selected by the City Council in award of the contract.
The rebate in the total amount of $40,000 was proposed by the
contractor in the event he was awarded both projects and could
work on them simultaneously. The contractor was low bidder on
both projects and was awarded both Contracts and the rebate has
been prorated to both projects as follows:
Denton Tap Road Improvements
from Belt Line Road to Sandy Lake Road @ 65% = $26,000
Denton Tap Road Improvements
from Sandy Lake Road to Denton Creek @ 35%
= $14,000
$40,000
These amounts will be deducted from the Final Contract Amount of
the respective Contracts.
The final analysis of the construction contract follows:
Original Estimated Contract Amount
Final Quantity Underruns
Final Quantity overruns
Change Orders and Field Changes (incl.
Final Contract Amount
c.o. #5)
$1,789,363.03
(54,126.93)
42,841.20
125,448.28
$1,903,525.58
Reimbursement from ABQ Dev. and Univest Dev.
Reimbursement from Dallas County
@ 35% of $2,600,000 from 1985 Bond Program
Net cost to the City of Coppell
(38,801.81)
(910,000.00)
$ 954,723.77
Contract Retainage to Date
$ 93,267.22
SUMMARY
The project construction cost has increased $114,162.55 (6.38%)
through Change Orders and Field Changes of which $38,801.81 was
reimbursed by ABQ and Univest for additional left turn lanes and
median openings bringing the net cost to $75,360.73 or 4.2% over
the original contract amount. A more detailed budget analysis of
this and its companion project to the south reflects a
substantial cost savings to the City for the entire Denton C.I.P.
program. Despite delays due to weather and other causes, we feel
that this is a successful project and recommend the City's
acceptance.
Page 2 of 3
Should the City Council wish to discuss the matter of liquidated
damages, we request that this discussion be held in an executive
session prior to the City Council meeting open session.
Page 3 of 3
Application for
PAYMENT REQUEST NO. 8~
FOR WORK COMPLETED THROUGH THE DATE OF :
PROJECT TITLE: D~ntc, n Tap Road I~provements From Sandy Lake Road
To Denton Creek
SHEET 1 OF 6
April 3~1, 199~1
LOCATION: Coppell~ _Texas (From Sand~ Lake Road To Denton Creek)
DESCRIPTION: Pavinq, Drainaqe and Bri_dqe I~p_Erovements
DATE: ~5/25/9D
OWNER ENGINEER INFORMATION
OWNER: City Of Coppell
Address: P 0 Box 498
CITY/STATE: Coppeil~ Texas 75~:19
Contact Person: Alan Ratliff
PHONE NO: (214) 462-~82
CONTRACTOR INFORMATION
CONTRACTOR: L. H. Lacy Company
ADDRESS: P 0 Box 541297
CITY/STATE: Dallas Texas 7535A-1297
CONTACT PERSON: Curt Oerter
PHONE NO: (21~) 357-~1146
ENGINEER: GINN~ INC.~
CONSULTING ENGINEERS
ADDRESS: l?lg3 PRESTON ROAD~
SUITE 10B LB-118
CITY/STATE: DALLAS~ TEXAS 75R48
INSURANCE CO.: Fireman's Insurance Co.
ADDRESS: 180 Maiden Lane
CITY/STATE: NEW YORK~ NY 1~11~38
BONDING AGENT: Collier Cobb Assoc.
CONTACT PERSON: John Karlsruher~ P.E. ADDRESS: P 0 Box 821129
PHONE NO.: (214) ~48-49~0 CITY/STATE: Dallas~ TX ?5382
CONTRACT NO.: N/A CONTRACT DATE: May 24~ 1988 PROJECT NO.:
TOTAL ORIGINAL CONTRACT AMOUNT:
TOTAL CHANSE ORDERS: 5 AMOUNT:
TOTAL CONTRACT AMOUNT TO DATE:
$ 1~789,363.D3
$ 91~761.27
$ 1~881,124.3~
NOTICE TO PROCEED DATE: June 15, 1988 COMPLETION TIME: 392 CALENDER DAYS
CONTRACT COMPLETION DATE: July 18~ 1989
PERCENT TIME ELAPSED: 151.53 ~ PERCENT WORK COMPLETED: 1D1.94
L. H, LACY COMPANY
NONTHLY EDTINATE
APRIL, 1998
TTY OF COPPELL
.O. BOX 4?8
55 P~KWAY BOULEVARD
3PPELL, TEXAB 75R19
3B NAME: DENTON TAP ROAD IMPROVEMENTS FROM SANDY LAKE ROAD TO DENTON CREEK
OB NUNBER: 31~ E
ORIGINAL CONTRACT: 1,7B9,363.83
TOTAL CHANGE ORDERS: 91~7~1,R7
TOTAL: l~BBI,IBA.3~
PERCENT COMPLETE:
ESTIMATE
dSTOMER NUMBER: ~1~89 FROM FED l, 199D TO APRIL GO, 199D
ITEN PROGECT NDNTHLY WORK TOTAL WORK CONTRACT MONTHLY TOTAL
! DESCRIPTION UNIT EST. QUANTITY ON CONTRACT ON CONTRACT UNIT PRICE AMOUNT ANOUNT
LANE PAVING
IDB.~D PREP ROW ~TA 39.91 8.88 39.91 ~P5I.~8' 8.88 I61,675.ql
184.1P SAWCUT LF e94.88 8.8D Ie4.74 4.8~' 8.e8 498.96
118.88 ROADWAY EX CY 6~EqO.8~ ~.8~ 6,EAB.88 6.6~ ' 8.88
131.88 BORROW CY 16~G88.88 1~3~8.~D 18~68.88 8.18' IG6.g~
133.88 RMV/RPL UNSTABLE HATL CY 68~.8) 8.)8 I75.8~ 5.88 . D.P~
16~.~8 TOPSOIL SY 7,~8.88 8.88 6~1~8.~8 g,58 ' 8.88
16A.~8 BROADCAST SEEDING SY I9,DBE.88 8.)8 11~4~4.88 ~.~. 8.88
eAG.8) FLEX BASE CY 441.88 8.~8 ~41.89 ~9.88 ' g.~
e68.~8 LIME TREAT 5Y 32,?a4.8~ 6BO.G? lB,A76,73 1.85 · ?~e.?9
~64.88 LIME SLURRY~ TYA TON IDB.P8 1.79 18D.88 67.89 . 119.93
B64.18 LIME SLURRY, TYA (9") TON 3)~.8P 1~.~3 161.B8 63.88' 644.49
3A8.18 HNAC, TYBf CLA TON 53B.88 8.88 5~1.47 45.88 8.88 ~G~66.15
GAB.B8 NMAC, TYD, CLA TON 541.88 BA.~ ?~9.SB 47.D8 - 1~188.94 94,888.86
368.18 B" CUNC PAVE BY ~B~BBD.88 138.36 ~B,65~.88 19.6B. l~Og~.?6
968.B8 6" CURD LF le,A?B.88 (AAe.BB) 11~358.P8 1.88 (AAB.80) 11,358.88
368.38 HEADER LF 9~.88 8.88 91.89 9.~8 . O.g~
368.~8 8' CDNC PAVE(GTREETG) SY ~56.88 8.)8 583.~ 16.~. 8.88 g1337.6~
5~4,88 FIELD OFFICE LS 1.88 8.88 1.~88 688.88 ' 8.P8
51~.1D PORT CONC TRAFF BARR LF 1~315.88 8.8~ 1,35~.8D 26.58- 8.88
51e.3~ CUNC BABR (REMOVE) LF I~315.88 8.~8 1~358.8~ 5.38. 8.88
538.1) 6' DRIVE/MEDIAN NOSE SY ?~6.88 ~.88 695.9e ~.8~- D.88
5GO.R8 PAVERS (UNIOECOR) SY 358.88 ~.88 A?~.q6 el.Bg- P.P~
53D.38 PAVERS (HDLLANO I) SY 7D.8~ 8.88 65.~5 01.88. 8.88 1,37~.~5
548.P8 MBDF LF 3gB.e~ e.88 633.~ 13.88- 8.88
5A8.18 TERMINAL ANCHOR EA 4.88 8.88 4.8~ ~g~.~8. 8.~8
666.18 lB" STOP BAR LF l~G.Be (~.~) lel.Pg 5.8~. (18.88)
67D.~8 6X6 )IGBLE BAR EA ~D.88 6.8~ 55.88 5.~ - 38.88
676.18 4" TRAFFBUTTONI WHITE EA BB~.~P 18g. Bg 61~.~) ~.))- 36~,~
6?6.DO A" TRAFFBUTTON, WHITE EA BB~.P~ 1DO.88 678.8~ 6.88' 1,~9e,88
6?6.38 B" TRAFFBUTTON, YELL EA 58.88 8.~8 58.88 e3.88 · 8.88
LtBTDTAL 6 LANE PAVING
RAINAGE
43E.18 FLUME
46~.R8 5X4 RCRC
~-. ~.~ PAGE
L. H. LACY COMPANY
MONTHLY ESTIMATE
APRIL~ 199~
iTY OF CDPPELL ORIOINAL CONTRACT: 1,78%363.~3
.O. OOX 4?8 TOTAL CHANGE ORDERS: 91~761.27
PARKWAY BOULEVARD TOTAL: 1~8B1,124.3~
3PPELL~ TEXAS 75~19 PERCENT COMPLETE: 1~I.1g%
NAME: DENTON TAP ROAD IMPROVEMENTS FROM SANDY LAKE ROAD TO DENTON CREEK
NUMBER: 31~ 2
ESTIMATE
dSTONER NUMBER: 2~9 FROM FEB 1, 199~ TO APRIL 3~, lg9~
ITEM PRD~ECT MONTHLY WORK TOTAL WORK CONTRACT MONTHLY TOTAL
# ~ESCRIPTION UNIT EST. QUANTITY ON CONTRACT ON CONTRACT UNIT PRICE AMOUNT ANGUNT
462.5~ R-OX4 RCBC LF 55~.~ ~.~ 55~.~ SS6.~B ' ~.~B
q6~.l~ 24" RCP LF
46~.8B ~7" RCP LF
~6~.3) 9~" RCP LF 3B8.~
~70.2~ 1~' RCSS~ INLET EA 11.~
~75.~1 1~' RCSS~ INLET MOD EA
475.22 lB' RCSSD W/FLUNE EA 2.~
q75.3~ IS' RCSSD INLET EA 5.~
~75.SI 12' BCSSD INLET NOD EA
A?5.SS 12' RCSSD INLET MOO EA
Q?5.Q~ ~' RCSSO INLET EA
q?5.~l 14' RCOSD INLET MOD EA
~75.?~ TRANSITION SPLITTER EA 1.~
~75.71 TRANSITION SPLITTER EA l.~
q?5.?S TRANSITION SPLITTER EA
5BS.l~ ADJUST WATER VALVE EA S.~
5B2.0~ RELOCATE H28 METER EA
§82.S~ AD) FH EA
5SS.~B IRRIGATION CONNECT EA
58E.5~ 12" HSD EXTENSION EA I.~
610.1~ 8' PVC LF
61B.~ 3" PVC LF
62q.~ PULL BOXES EA
]BTOTAL DRAINAGE
~.~0 B64,SB 27.~- ~.~ 23~341.5~
~.B~ 369.5~ 31.~ - ~.~ 11,~54.5~
~.~ 11.~ E,12~.~- ~.~
~.~ i.~ ~,~5~.~ - B.~ ~,65~.~
~.B8 1.~ 75~,~ - 0.~
g.~ 1.~ 1~7.~ - ~.~ 1,~7.~
1,3B4.Q~ 68%753.B(~
BENCH SAFETY
i5~.I~ OPEN CUT SIMPLE SLOPE IN CLAY H=5-1~ LF
15~).RB OPEN CUT SIMPLE SLOPE IN CLAY H:I)-15 LF
tSB~.S~ OPEN CUT SIMPLE SLOPE IN CLAY H=15-2~ LF
i5~1,1~ O.C,S.S. IN SAND & CLAY N=5-i~ LF
15~1.2~ O.C,S.S. IN SAND & CLAY H=l~-15 LF 5~.B~
iSOi.S~ O.S.S.S. IN SAND & CLAY N=lS-2~ LF
1582.I~ COMP PROTEC SLOPE IN CLAY COND A
15B~.~ COMP PAOTEC SLOPE IN CLAY COND A H=IB-15LF 13B.~B
~5~2.3~ COMP PROTEC SLOPE IN CLAY COND A H=IS-R~LF ~.)~
~5~3.1B C.P.S. IN SAND & CLAY COND A H=5-1~ LF
5~3.2~ C,P.S. IN SAND & CLAY COND A H=IN-I5 LF
:5~S.SB C.P.S. IN SAND & CLAY COND A H=15-~8 LF
5)4.1B SLOPE & BENCH CLAY H=5-1~ LF 8.~
B.~ B)2.)~ 1.5~ ·
1,2~3.BB
L. H. LACY COMPANY
MONTHLY ESTIMATE
APRIL, ]99D
iTY OF COPPELL
.0, GOX 4?8
35 PARKWAY ODULEVARO
]PPELL, TEXAS
]O NAME: DENTON TAP ROAD IMPROVEMENTS FROM SANDY LAkE ROAD TO DENTON gREEK
~D NUMBER: 31~ 2
ORIGINAL CONTRACT:
TOTAL CHANGE ORDERS:
TOTAL: 1~881~124.3~
PERCENT COHPLETE: 161.194
ESTIMATE
JSTOMER NUMBER: 21669 FROM FEB 1, 1996 TO APRIL 36, I99B
ITEM PRDBECT MONTHLY WORK TOTAL WORk CONTRACT MONTHLY TOTAL
8 DESCRIPTION UNIT EST. QUANTITY ON CONTRACT ON CONTRACT UNIT PRICE AMOUNT AMOUNT
!56A.G6 SLOPE & BENCH CLAY H=IB-I5 LF 6.60 ~.BB 6~.B6 2.06- 6.66 180.66
SLOPE & BENCH CLAY R:lS-G8 LF
TIMBER SHORING SYSTEH H:5-1B LF
TIMBER SHORING SYGTEM H=16-15 LF
TIMBER SHORIN6 SYSTEM H:I5-2B LF
TRENCH BOX N:5-IB LF
TRENCH BOX H=1G-15 LF
TRENCH BOX M=IS-~B LF
dBTOTAL TRENCH SAFETY
B.66 ~.BB B.~8 3.B8- B.BG 6.66
RIDGE
4B).86 STRUCTURAL EX CY
~16.~ GA" D/G LF
4BI.BO ABUT CONC CY
4DI.BB BENT CONC CY
4RI.66 GLAD CONC CY
4Gl.BO APP GLAB CONC CY
4~G.OB CONC SURFACE TREAT SY
ABO.G~ EXTEND OLD STRUCT EA
43~.BB RIPRAP CY
446.66 RE-STEEL LB
611.16 BRIDGE LIGHTING LS
5A8.~6 ALT DECORATIVE BRIOGE RAIL LF
dBTOTAL BRIDGE
HANBE ORDER NO. 1
1. CEMENT TREAT SY
~. CEMENT SLURRY 6" TN
3. CEMENT SLURRY 9' TN
~ANGE ORDER NO. E
1. LIME TREAT SY
B. LIME SLURRY 6" TN
B. LIME SLURRY 9' TN
A, PREP RIGHT DF WAY STA
5. ROADWAY EXCAVATION CY
51.7B 8.66 51.78 D.BB" G.B6 MB.fig
B?1.36 ~.BB 894.53 SE.GO- B.GB A6~515.56
33.66 ~.~6 33.6B 3R9.66 ' B,Q6 11~654.A6
65.68 ~.66 65.8) Sg?.GG - g.~Q 13,GRG.GG
6B.96 ~.GB B6.£1 EIZ.BB - B.GB 1B~076.5~
184.G~ IB.48 184.66 116.B6 ' Z~143.68 R1~436.OB
3~%B.68 277,EA%76
1,781.26 1.65 ' 8.6B 1,B?B.4B
3.39 67.G6 ' g.G6 ERT.IB
RB.~G 63.66 - 6.B~ 1,5B7.6~
6,35 4851.6~ - ~.66 1,417.85
66.61
PAGE
L, H, LACY COMPANY
MONTHLY ESTIMATE
APRIL, lg90
ITY OF COPPELL
,O. BOX 4?8
PARKWAY BOULEVARD
]PPELL~ TEXAS ?5DIS
ORIGINAL CONTRACT: l,?eg,S&S.B3
TOTAL CHANGE ORDERS: 91,%1.27
TOTAL: l~BBl,IBq.38
PERCENT COMPLETE: 181.19%
3B NAME: DENTON TAP ROAD IMPROVEMENTS FROM SANDY LAKE ROAD TO DENTON CREEK
OD NUHDER: 3I~ 0 ESTIMATE 8:B8
dBTDMER NUMBER: 2IDB9 FROM FEB 1~ 1998 TO APRIL SD, 199B
ITEM PROSECT MONTHLY WORK TOTAL WORK CONTRACT MONTHLY TOTAL
! DESCRIPTION UNIT EST. DUANTITY ON CONTRACT ON CONTRACT UNIT PRICE AMOUNT AMOUNT
6. B" CONCRETE SLIPFORM SY
7. 6' MONO CURB LF 8.DB ~.~B 57.B~ 1,8~ - 8.~ 5?.DB
8. 8" CONCRETE NON-DLIPFORM SY ~.~8 ~.DB 6~.9B 16.6B - O.~B 1D~91.87
9, 6" x 6" 3IGBLE BARS EA B.8~ 9,B8 61,~8 5.~8- ~5.BB 3~5.BB
1~, 6" MEDIAN NOSE CONCRETE SY
11, PULL BOXES EA
12. 3' PVO LF ~.~B ~,B~ 3~9.B8 S.B~- 8,D~ I~B~?,~
13. ~" PVC LF 8.BO B.~8 II1.BD 3,72 - ~.B~ qlq,D3
~5.B~ 35,571.59
HANBE ORDER NO. 3
1. CEMENT SLURRY 6' TN B.)~ ~.i~ ~6.BI I?.BB
G, CEMENT SLURRY g' TN P.~P O.DB 1AB.8P 1S.BB
~ANSE ORDER NO, q
1. BRIDGE COLUMNS PROTECTION SYSTEM
HANGE ORDER NO. 5
1, WATER LINE MOBILIZATION
LS 8.~ 8.B8 1.B~ 368B.~B
2,978.57
~ELD CHANGES
B, CAST IN PLACE O-B X A BOX CULVERT LS
3, OVER BEPT~ UA" DRILL SHAFT LF D,~B B.B8 ~A,iI 59.8B ~.B~ l~l.TB
~. OVER DEPTH ~" DRILL SHAFT LF
5. DOUBLE 3' PVC LF
5. ~' PVC LF P,~)
6A 3B' RCP LF
6B ~RDP INLET EA 8.DB ~,BB i,D~ 19BO.BB B,BB I~9BB,PB
6C INLET MODIFICATION LR
60 GRADE TO DRAIN LS B.B~ ~.BB I.~B DB~.SB BBB.SD BBE.SB
6E RIPRAP LO B.GP I.)~ 1.~P 1535.25 1~535,~§ I~535.Z5
PAGE 5
L. H, LACY COMPANY
MONTHLY ESTIMATE
APRIL, 199~
ITY DF CDPPELL
.0. BOX ~TB
55 PARKWAY BOULEVARD
9PPELL~ TEXAS ?Sdlq
NAME: DENTON TAP ROAB IMPROVEMENTS FROM GANBY LAKE RDAO TO DENTON CREEK
NUMBER: 3lO S
ORIGINAL CONTRACT: 1,7B9,363.~3
TOTAL CHANGE ORDERS: 91,761.~?
TOTAL: I,BGI,1SA.3~
PERCENT COMPLETE: 1~1.19%
ESTIMATE
UGTOMEN NUMBER: Bi~9 FROM FEB 1, 197~ TO APRIL 3~ 199)
ITEM PRD)ECT MONTHLY WORK TOTAL WORK CONTRACT MONTHLY TO)AL
~ DESCRIPTION UNIT EaT. QUANIlTY ON CONTRACT ON CONTRACT UNIT PRICE AMOUNT AMOUNT
?A ~" WHITE PAINT MARKING LF ~.~ ~.~ l~?73.gO ).5~ ~.~
7B ALUMINUN SIGN EA
?C RIGHT TURN ARROW EA ~.P~ I.~P 1.PP IAS.PP IqS.P~ 145.~
B, LOWER B" WATER LINE LS ~.~ ~.~
9. REMOVE OLD CONCRETE SY ~.DB ~.~ G~.~8 S.~P ~.OP 5~.16
I). MIGC La ~.~D I.B~ I.~ 1833.9q 1~B33.% 1,B33.%
~TERIAL ON HAND
I. DECORATIVE RAIL STEEL LB ~.~ ~.~B ~.)~ P.RI5 P,)~ ~.~
TOTAL AHOUNT OF WORK PERFORMED
LEaS ~ RETAINASE
NET AMOUNT PAYABLE ON CONTRACT
LESS: SPECIAL DEOUCTIONO
PLUS: EXTRA WORK
NET AMOUNT DUE ON PRO)ECT
LESS PAYMENTS RECEIVEO TO DATE
CURRENT AMOUNT DUE ON PRO)ECT
ANOUNTS UNPAID FROM PRIOR ESTIMATES
AMOUNTS OUR FROM CURRENT ESTIMATE
CURRENT AHOUNT DUE L. H. LACY COMPANY
PLEASE REFERENCE OUR ~DB NUMBER AND ESTIMATE NUMBER ON YOUR REHITTANCE
65,3)6.76
~ECIAL DEDUCTIONS
I. FINAL SEDUCTION LS ~.PP 8.)~ i,)B (I4~P~.PP~) ~.PP (i4 PP~.P~)
PROJECT:
FFom Sa~d_~ Lake Road To
Accompanying Documentation:
Denton Tap Road Im_6!_r.~_L, vements
Denton Creek
SHEET 6 OF 6
PAYMENT NO.__.~__
GROSS AMOUNT DUE .........
LESS ~ ~ RETAINAGE ...... $ ~.~
AMOUNT DUE TO DATE ......... $1,9D3~5~5.58
LESS PREVIOUS PAYMENTS .....
AMOUNT DUE THIS APPLICATIONS 131,~48.49
REVIEWED BY:
CHECKED BY:
............ ~ ................. DATE
CONTRACTOR'S CERTIFICATION:
The undersigned CONTRACTOR certifies that (1) ali previous progress payments
Feceived from OWNER on account of Work Oone under the Contract referred to above
have been applied to discharge in full all obligations of CONTRACTOR incurred in
connection with Work covered by prior Applications for F'ayment numbered 1
through 19 inclusive; and (2) tit].e to all materials and equipment
incorporated in said Work or otherwise listed in or covered by this Application
for Payment will pass to OWNER at time of payment free and clear of all liens,
claims, security interests and encumbrances (except such as covered by Bond
acceptable to Owner).
Dated May 25 ~ 199~D
L. H. Lacy Company
ContFactor
~* . A,Iot~r
,.~ ,~TE OF TEX
This Application (with accomp;nying 'do;L'~.i~9~s- th~ - e requirements of
the Contract Documents and payment of the above AMOUNT DUE THIS AF'PLICATION is
recommended ·
~ted .... _~__Z__? ..................... , ~ ~ ~_,_k~/~- _ .......
...... E~7~ ......
_ .............
T i t 1 e __~J~_~_~_/~_C_~_,~_~_~-__~3-
OWNER'S APPROVAL:
Pay request recieved
................ ~ .............. , 19___.App~-c,v~d payment on /...~ day of
for
.......... ~,~2~ ........................ -~i'--~T~TLE .................
STATE OF TEXAS
COUNTY OF DALLAS
AFFIDAVIT AND FINAL WAIVER OF LIEN
Scott Balch of ---~-~I-~EE~_~E~EEO~ ...... , being
of L. H. Lacy Company (hereinafter referred to as the
"Company") and is familiar with the facts herein stated.
That said Company performed work and labor and/or furnished
material for use~ in the construction of certain buildings,
improvements and equipment on premises owned by The Cit~ or
Coeeeil at Denton Tap Road Imerovements From Sand~-~-~a~-~
Dento~-~reek.- ............
That said Company has fully paid for all work, labor,
material, machinery and equipment furnished by it or by its
subcontractors or materialmen upon said premises, or furnished
therefor.
That the balance remaining due from ....
and unpaid to said Company is the sum of
Thousand Four Hundred Fort~-Ei~ht Dollars & Fort~-Nine Cents
($131,448.49) and that upon payment to it of said sum, it hereby
waives all liens and claims against the said owner __~_~ of
~R~!!_ and its premises and property, and further,he represents
that no other person or party has any right to a lien on account
of any work performed or material furnished to said Company.
Further affiant saith not.
SWORN TO before me
of __~___, _!~_.
Scott Balch
and subscribedin my presence this ___~_ day
CONSENT OF OWNER []
ARCHITEC~'T []
SURETY COMPANY CONTRACTOR []
SURETY []
TO FINAL PAYMENT OTHER
AIA DOCUMENT G707
BND1 12 76 79
PROJECT: Denton Tap Road Improvements from Sandy Lake Road to Denton Creek
(name, address)
TO (Owner)
CITY OF COPPELL, TEXAS
P. O. Box 478
Coppell, Texas 75019
ARCHITECT'S PROJECT NO:
CONTRACT FOR: Construction
L_ ._j CONTRACT DATE: May, 1988
CONTRACTOR:
L. H. I~CY COMPANY
P. O. Box 541297
Dallas, Texas 75354-1297
In accordance with the provisions o[ the Contract between the Owner and the Contraclor as indicated above, the
FIREMAN'S INSURANCE COMPANY OF NEWARK, N.J.
Plaza of the Americas, 14th Floor SURETY COMPANY,
600 North Pearl Street '
L. H. LACY COMPANY
P. O. Box 541297
Dallas, Texas 75354-1297 , CONTRACTOR,
hereby approves of the final payment to the Conlractor, and a~,ees Ihat final payment Io the Contractor shall not
relieve the Surety Company of any of its obligalions to Ihe~e ,nse~t na-e and add~e~! ol Owner)
CITY OF COPPELL, TEXAS
P. O. BOX 478 , OWNER,
Coppell, Texas 75019
as set forth in the said Surety Company's bond.
IN WITNESS WHEREOF,
the Surety Company has hereunto sel its hand lhis
5th da'~ of April 19 90
^lies!
(Seal):
FIREMEN'S INSURANCE COMPANY OF NEWARK, N.J.
Attorney-in-Fact
Title
This form i~ to be used as a ¢omp,lnion documenl Io~AIA DOCUF.~ENT C'06, CONTRACTOR'S AFFIDAVIT Or PAYMENT OF DEBTS AND
Firemen's Insqr ance Company of Newark, New Jersey
80 Ma,. Jn Lane, New York, New York 3038
GENERAL POWER OF AI'FORNEY
Know all men by these Presents,That the FIREMENS INSURANCE COMPANY OF NEWARK. NEW
JERSEY has made. constituted and appointed, and by these presents does make. constitute and appoint
Jerry P. Rose or Linda O'Nale or Juanda J. Holmes or Richard D. Hansen, Jr. or Barry L.
Crow all of Dallas, Texas, EACH
its true and lawful attorney for it and in its name, place, and stead to execute on behalf of the said Company, as surely, bonds,
undertakings and contracts of suretyship to be given to
all obligees on behalf of L. H. Lacy Company
provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the
sum of
Unlimited Dollars.
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Reso-
lution adopted by the Board of Directors of the FIREMEN'S INSURANCE COMPANY OF NEWARK, NEW JERSEY at a meet-
ing duly called and held on the 20th day of February, 1975.
In Witness Whereof, the FIREMEN'S INSURANCE COMPANY OF NEWARK, NEW JERSEY has caused its official seal
fo be hereunto affixed and these presents to be signed by one of its Vice Presidents and attested by one of its Asistant Vice
Presidents this 3rd day of January, 1979
FIREMENS OF NEWARK, NEW JERSEY
Attest:
STATE OF NEW YORK,
COUNTY OF NEW YORK,
INSURANCE COMPANY
By
On this 3rd day of January, 1979, before me personally came M.L. Ford, to me known, who being by me duly sworn,
did depose and say that he resides in Summit, in the County of Essex, State of New Jersey, at 768 Springfield Avenue; that
he is s Vice-President of the FIREMEN'S INSURANCE COMPANY OF NEWARK, NEW JERSEY, the corporation described
in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to the said
instrument is such corporate seal; that it was so affixed by order of the Board of Directom of said corporation and that he
signed his name thereto by like order.
CERTIFICATE
ETHEL TARANTO
NOTARY PUBLIC, State ol Ne~ York
No 24-4663117 Ouel, m Kings Count~
Commisskm Expires March 30, 199~l~,
I, the undersigned, an Assistant Secretary of the FIREMEN'S INSURANCE COMPANY OF NEWARK, NE'W JERSEY,
a New Jersey corporation, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force
and has not been revoked; and furthermore that the Resolution of the Board of Directors, set forth in the said Power of At-
torney, is now 'in force.
Signed and sealed at the City of New York. Dated the