ST8505-AG 880426 (2) S~BMISSION DEADLINE: 5:0-~-p.m. Monday
~ ~ev~: Effective 1/20/88
- 8 Days Preceding~ity Council Meeting
REF/FILE NUMBER
AGENDA REQUEST FORM
FOR CITY COUNCIL MEETING: April 26~ 1988
:
II. ITEM CAPTION : Discussion, consideration and approval of
Chanqe Order No. Two (2), in the amount of $46,687.60; No. Three (3), in
the amount of $22,267.59; and No. Four (4), in the amount of ($11i,92~.04)..
for Beltline Road (N/S) Capital Improvement ~ro~ect and authorizing the
Mayor to siqn.
III. ACTION RECOMMENDED : Staff recommends a~roval. The net amount of
these Chanqe Orders is a $42~.966,85 reduction in the contract ~rice.
IV. REP. IN ATTENDANCE
A: STAFF-
B: OTHER -
Kevin Peiffer, Ginn, Inc.
V. NOTIFICATION TO
VI.
METHOD OF CONTACT :
DATE :
FINANCIAL REVIEW : 1. BUDGETED ITEM
2. BUDGET AMOUNT
3. ESTIMATED AMOUNT FOR THIS ITEM
4. AMOUNT OVER OR UNDER BUDGET
5. LOW BIDDER RECOMMENDED
SOURCE OF FUNDING
C0'S OR BONDS FUNDS
(Series or year authorized)
OPERATING BUDGET (Account Number)
OTHER
AGENDA REQUEST FORM
DMEMOI
APPROVED BY CITY MANAGER :
ITEMNUMBER ~%
: YES NO
:
:
:
: YES NO
GINN,
CONSULTING ENGINEERS
MEMORANDUM
TO: Alan D. Ratliff,/~ty ~anager
FROM: Wayne Ginn, P.E.'~~ ~.~. .....
DATE: April 20, 1988 /~'f ' ~'
SUBJECT: Belt Line Road (N/s)
Change Order No's Two (2), Three (3) and Four (4)
Enclosed please find the above referenced subject items which we
are requesting be placed on the April 26, 1988 City Council
agenda.
The net result of the three Change Orders is a reduction of
$42,966.85 to the total contract.
The enclosed maps show the locations of the project that each
respective Change Order is applicable to.
Change Order No. Two (2) is an increase of $46,687.60 to the
contract. This Change Order provides for the extension of six-
lanes of concrete pavement from Hackberry Road south to IH-635
(400 foot segment). This additional paving will complete the
necessary improvements at the south end of Belt Line Road. A
temporary asphalt transition, rather than concrete pavement, was
originally proposed at this location. The temporary asphalt
design was originally included because the SDHPT had not yet
determined where the future centerline of the IH-635 overpass was
to be yet and thus, a permanent design could not be pursued yet.
This question has since been resolved. Incidentally, this
section of roadway was not included in the original street
assessment program for Belt Line Rd. and thus, needs to be
reviewed by the City Attorney as to how to proceed with a street
assessment program for this segment.
Change Order No. Three (3) is an increase of $22,267.59 to the
contract. This Change Order provides for a smooth pavement
connection and provides proper drainage at the Lakeshore Drive /
Belt Line Rd. intersection. At the time of bidding this
project, Lakeshore Drive did not exist, therefore, this section
of paving and drainage design could not be included in the
project.
Change Order No. Four (4) is a decrease of $111,922.04 to the
contract. This Change Order deletes the asphalt connection
originally proposed at the Belt Line / Denton Tap / Southwestern
Blvd. intersection. This change to the contract is now possible
since the Coppell city Council required the Gateway Park
developer, at this time, to extend Gateway Blvd. west from the
Belt Line / Denton Tap intersection to Southwestern Blvd.
We recommend approval of these Change Orders since they are in
the best interests of the City.
Please call should you have any questions.
HWG/KP/kep
cc: Kevin Peiffer
File 255
GINN, IN(].
CI)NSIII,TIN(/ EN(;I NE!!;IIS
MEMORANDUM
Date:
To:
From:
Subject:
March 28, 1988
Larry Jackson
Kevin Peiffer.
Belt Line Road (N/S) - Change Order No. Two (2)
Please find a copy of proposed Change Order No. Two (2) for the
above referenced project. This change order allows for the
completion of permanent concrete pavement (6-lanes) for a 400'
segment of roadway from Hackberry Road South to IH635. This
section of paving is now possible as a result of the SDHPT
completing their IH635/Belt Line Rd. overpass improvements
design.
As a result of this additional paving worki the total frontaqe
of assessable roadway will chanqe.
Please review this proposed change order and advise how the City
should proceed from this point forward in order to assess the
adjacent property owners for these improvements. For instance,
can this segment be added to the present Belt Line Road (N/S)
street assessment program of which we have already held public
hearings for?
We have also enclosed a map showing the original limits of the
project along with where Change Order No. 2 is proposed and No. 3
is planned to be proposed. Also copies of the agenda items for
the public hearings for the street assessment program are
enclosed. Finally, copies are enclosed of the original bid
tabulation for construction identifying items that are
assessable.
We look forward to an expeditious reply so we may advise the
contractor without causing any delays to their current contract.
Please call if you have any questions.
KP/dsp
cc:
Alan D. Ratliff
H. Wayne Ginn
File 255
171()3 I'lc.',l~,t~ I~,,~;~tl · ,";uilc I()() ~' I.II I I,q * l):dl;c,, 'l'cxa'~ */ 5 .'_ ,1,q " I'h,,,w 21,1/l,IX
Ilnstruclions on rcvcrs¢ side)
CllAN(;E
No. Two (2)
PROJF. CT: Belt I,ine Road
City of Coppell
OWNER:
P.O. Box 478
(Nmfle,
Address) Coppe11, TX 75019
CONTRACTOI{: Ed Bell Construction Co.
CONTRACT I'~OR:
DATEOF ISSUANCE: April 26, 1988
OWNF. IUs P,'ojec! No.
P.O. Box 20777
F. NGINF. FA(: Ginn, Inc, (Kevin
l)allas, TX 75220-0777
17103 Preston, Suite
Bdt LLne Rd. Improvements
Dallas, TX 75248
Coppe11, TX ENGINEER's Project No. 255
Pei ffer)
You arc directed lo make Ihe fifllowing changes in Iht Contracl Documents.
Description: Expand scope of 7 above referenced project by deletinp, asphalt transition and addin?
concrete vavement (6-1aries) from llackberry Rd. South to Ill 635 (400' se.c~nent).
To complete City's port i.on oF pemanent pavement improvements 1:or
Purpose of Change O,-dcr:
Belt Line Rd. at III 635 and thus reduce overall project costs to City. This change is
~o~ns.istent. with the orioinal City and. Cotmtv intentions %r the Bdt Line Road project.
lachmcnts: (l.ssl documents Sul~porling cJmilge)
~tem L~st
CIIANGE IN CONTRACT PRICI{:
Original Conlract l'ricc
$ 5,540,642.41
i'revious Change Orders No. one Io No. one
$ (+) 160,189.35 (Connell escrow)
Contract price prior to lifts (.'ha,igc Order
$ S, 700,83]. 76
Ncr Increase (t.~.~m~..r~j of this Change Order
$ 46,687.60
Conlract Ih'ice with all approved Change Orders
$ 5,747,519.36
CilANGE IN CONTRACT TIMF.:
Original Contract Time
540 calender days
Nel change from previous Change Orders
none (0)
day~
Contracl Time l'rior lo this Change Order
540 calemler days
rials or date
Net Increase (decrease) of Ihis Change Order
none (0)
days
Conlracl Time with Jill approved Change Orders
540 calender days
days or dale
Ai'I'I(OVI{I):
AI'I'ROVEi):
CHANGE ORDER NO. TWO (2)
BELT LINE ROAD
(J-255)
ITEMS TO BE DELETED FROM CONTRACT
ITEM DESCRIPTION
252 SALVAGE & REPLACE BASE
260 LIME TREATMENT FOR MAT.
IN PLACE
264 LIME SLURRY, TYPE A, 6%
27 #/SY
340.1 HMACP, TYPE B, CLASS A
340.2 HMACP, TYPE D, CLASS A
676.4 8" TRAFFIC BUTTON,
YELLOW (P-18-1-Y)
APPROX. UNIT
UNITS OUANTITY PRICE
CY 280 6.14
SY 1982 2.85
TON 27 73.53
TON 369 39.52
TON 361 43.68
EA 51 27.56
AMOUNT
1,719.20
5,648.70
1,985.31
14,582.88'
15,768.48
1,405.56
TOTAL ITEMS DELETED
(41,110.13).
ITEMS TO BE ADDED TO CONTRACT
ITEM DESCRIPTION
UNIT
UNITS QUANTITY PRICE
104.1 SAWCUT EXIST. CONC/ASPH LF
110 ROADWAY EXCAVATION CY
160 FURNISH & PLACE TOPSOIL,
MEDIANS SY
270 PORTLAND CEMENT TREAT. SY
360.1 9" CONCRETE PAVEMENT
(3000 psi) SY
360.2 6" MONOLITHIC CURB
(3000 psi) LF
360.3 CONCRETE STREET HEADER LF
524 HYDRAULIC CEMENT, TYPE 1,
(54 #/SY) TON
530.1 6" CONCRETE (DRIVEWAYS &
MEDIANS) SY
530.4 BRICK PAVERS
(CROSSWALKS, MEDIANS) SY
618.1 2" PVC CONDUIT, SCH. 40 LF
618.2 3" PVC CONDUIT, SCH. 40 LF
618.3 4" PVC CONDUIT, SCH. 40 LF
624 PULL BOXES EA
666.1 STOP BAR (18" WIDE) LF
672 6"X6" JIGGLE BAR
(REFL, TYPE i-C) EA
69 1.42
630 3.02
685 1.98
4000 1.82
3391 15.70
1363 0.93
55 4.28
108 52.56
59 19.93
313 20.50
808 2.81
400 4.68
125 5.41
6 156.00
24 4.98
28 9.10
AMOUNT
97.98
1,902.60
1,356.30
7,280.00
53,238.70
1,267.59
235.40
5,676.48
1,175.87
6,416.50
2,270.48
1,872.00
676.25
936.00
119.52
254.80
PAGE 1 OF 2
ITEM DESCRIPTION
676.1 4" TRAF. BUTTON, WHITE
(NON-REFL) (P-7-W)
676.2 4" TRAF. BUTTON, WHITE
(SINGLE-REFL)(P-15-W)
C.O.
NO.
2-1 4" TRAF. BUTTON, YELLOW
(SINGLE-REFL)
C,Oo
NO.
2-2 SIGNS
UNITS
UNIT
QUANTITY PRICE
EA 48 2.24
EA 54 4.06
EA
LS
AMOUNT
107.52
219.24
9 10.50 94.50
1 2,600.00 2,600.00
TOTAL ITEMS ADDED
$87,797.73
NET CHANGE ORDER
$46,687.60
PAGE 2 OF 2
ITEM DESCRIPTION
676.1 4" TRAF. BUTTON, WHITE
(NON-REFL)(P-7-W)
676.2 4" TRAF. BUTTON, WHITE
(SINGLE-REFL) (P-15-W)
C.O.
NO.
2-1 4" TRAF. BUTTON, YELLOW
(SINGLE-REFL)
CoOo
NO.
2-2 SIGNS
UNITS
EA
EA
EA
OUANTITY
48
54
9
UNIT
PRICE
2.24
4.06
10.50
2,600.00
AMOUNT
107.52
219.24
94.50
2,600.00
TOTAL ITEMS ADDED
$87,797.73
NET CHANGE ORDER
$46,687.60
PAGE 2 OF 2
CiiANGE ORI)ER
(Instructions on reverse side)
No. Three (3)
PROJECT: Belt Line Road
OWNER: City of Coppell
(Name, P.O. Box 478
Address) Coppell, TX 75019
CONTRACTOR: Ed Bell Construction Co.
P.O. Box 20777
Dallas, TX 75220-0777
CONTRACT FOR:Belt Line Road Improvements
Coppell, TX
DATE OF ISSUANCE: April 26, 1988
OWNER's Project No.
ENGINEER: Ginl~_, Inc. (Kevin
17103 Preston Rd.,
Dallas, TX 75248
ENGINEER's Project No. 255
Peiffer)
Suite 100
You are directed to make the following changes in the Contract Documents.
Description: Remove and replace existing concrete pavement on Lakeshore Drive ( 50' segment)
to accommodate matching the street grades on Belt Line Road.
Purpose ofChangeOrder: To insure proper drainage of the Belt Line Road/Lakeshore _.Drive
intersection.
Attachments: (List documents snpporting change)
CHANGE IN CONTRACr PRICE:
Original Conm~ct Price
$ 5,540,642.41
Previous Change Orders No. On~
$ 206,876.95
to No.
Contract Price prior to this Change Order
$ 5,747,519.36
Net Increase (d~i~) of this Change Order
22,267.59
$
Contract Price with all approved Change orders
5,769,786.95
$.
CitANGE IN CONTRACI' TIME:
Original Contract Time
540 calender days
days or dale
Net change from previous Change Orders
none (0)
days
Contract Time Prior to this Change Order
540 calender days
days or date
Net Increase (decrease) of this Change Order
none (0)
Contract Time with all approved Change Orders
540 calender days
RECOM MEN DED:
EJCDC No. I~lO-g-B ( 1993 Edition)
APPROVED:
by
APPROVED:
Prepared by Ibc Engineers' Joinl Contracl I)ocuments (?ollultillc¢ ami endorsed by Thc Associalcd Ge.er;ti {.?onlraclols of ^merles.
//',///?///Chang® Order No. Two (2)
///i .........
~4~4,4..~.,~ ~ ~~~..~o~.r~,,~ Change Order No. Three (3)
R.O.W. MAP
GINN. INC.
CHANGE ORDER NO. THREE (3)
BELT LINE ROAD
(J-255)
ITEMS TO BE ADDED TO CONTRACT
ITEM DESCRIPTION
100 PREPARE R.O.W.
104.1 SAWCUT EXIST. CONC/ASPH
260
LIME TREATMENT, MATLS ·
IN PLACE
264
LIME SLURRY, TYPE A,
6%, 27 #/SY
APPROX. UNIT
UNITS QUANTITY PRICE
STA 0.5 3,506.11
LF 45 1.42
SY 333 2.85
TON 5 73.53
360.2 6" MONOLITHIC CURB
(3000 psi) LF
464.1 21" RCP, CLASS III LF
530.1 6" CONCRETE (MEDIAN NOSE) SY
672
6"X6" JIGGLE BAR
(REFL. , TYPE l-C)
AMOUNT
1,753.06
63.90
C.Oo
NO.
3-1
REMOVE, SALVAGE &
REPLACE PAVERS
949.05
5' STD. CURB INLET
367.65
C°O.
NO.
3-2
200 0.93 186.00
77 30.16 2,322.32
26 19.93 518.18
EA 12 9.10
300 16.00
SY
EA
109.20
4,800.00
2 2,500.00 5,000.00
CoOo
NO.
3-3
7" CONC PVMT. (3000 psi)
TOTAL CHANGE ORDER
SY
311
19.93
6,198 . 23
$22,267.59
PAGE 1 OF 1
475.9 4' DROP INLET,
TYPE X OR Y
524
HYDRAULIC CEMENT,
TYPE I, (54#/SY)
666.1 STOP BAR (18" WIDE)
672
6"X6" JIGGLE BAR
(REFL., TYPE i-C)
676.1 4" TRAF. BUTTON, WHITE
(NON-REFL) (P-7-W)
676.2 4" TRAF. BUTTON, WHITE
(SINGLE REFL)(P-15-W)
676.4 8" TRAF. BUTTON, YELLOW
(P-18-1-Y)
EA
TON
LF
EA
EA
EA
EA
13
33
8
8
8
19
1,508.00
52.56
4.98
9.10
2.24
4.06
27.56
1,508.00
683.28
164.34
72.80
17.92
32.48
523.64
TOTAL CHANGE ORDER
($111,922.04)
PAGE 2 OF 2
~ELT LINE ROAD IMPROV~
I R.O.W. MAP
[ GINN 'INC.
~--- ~., !=.,.- 1= ,:-.