HomeMy WebLinkAboutO-1992-1869
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ORDINANCE NO. 1869
AN ORDINANCE APPOINTING A MEMBER TO FILL THE UNEXPIRED TERM OF BOB
CAPEN AS ALTERNATE 1, ON THE LA PORTE ZONING BOARD OF ADJUSTMENT,
TO EXPIRE MAY 30, 1994; CONTAINING A REPEALING CLAUSE; FINDING
COMPLIANCE WITH THE OPEN MEETINGS LAW; AND PROVIDING AN EFFECTIVE
DATE HEREOF.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF LA PORTE:
Section 1. The City Council of the City of La Porte hereby
appoints Ruben L. Salinas to the position of Alternate
1 on the City of La Porte Zoning Board of Adjustment, to fill the
unexpired term of Bob Capen, said term to expire May 30, 1994, or
until a successor shall have been duly appointed and qualified.
Section 2. All ordinances or parts of ordinances in conflict
herewith are hereby repealed to the extent of conflict only.
Section 3. The City Council Officially finds, determines,
recites and declares that a sufficient written notice of the date,
hour, place and subject of this meeting of the City Council was
posted at a place convenient to the public at the City Hall of the
ci ty for the time required by law preceding this meeting, as
required by the Open Meetings Law, Article 6252-17, Texas Revised
civil statutes Annotated; and that this meeting has been open to
the public as required by law at all times during which this
ordinance and the subj ect matter thereof has been discussed,
considered and formally acted upon. The City Council further
ratifies, approves and confirms such written notice and the
contents and posting thereof.
Section 4. This Ordinance shall take effect and be in force
from and after its passage and approval.
PASSED AND APPROVED this the 12th day of October, 1992.
CITY OF LA PORTE
~~~/~-
~~n L. Malone, ayor
ATTEST:
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Cherie Black, City Secretary
a;d~
Knox W. Askins, City Attorney
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CHANGE ORnER
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t In,'ruL..iun" I'n revel "L' "ide)
Nu.
(Name.
Addresli)
Farrington Blvd. Waterline
Replacement
City of La Porte
P.O. Box 1115
La Porte, Texas 77571
DATE OF ISSUANCE:
May 20, 1993
PROJECT:
OWNER:
CONTRACTOR: Pas-Key Construction
Services, Inc.
2129 Preston
Houston, Texas 77502
CONTRACT FOR:
Rep 1 acement of 12" water line, .Contract
dated 3-23-93
OWNER's Project No.
92-6102
ENGINEER:
Claunch & Miller, Inc.
3701 Kirby Drive, Suite 892
Housotn, Texas 77098
ENGINEER's Project No.
92-012
You are directed to make the following changes in the Contract Documents,
Description: Add a pay item for emergency repa i r at Bel fast and a pay item for
additional work at Collingswood.
Purpose of Change Order: To pay for an emer:-gency repair at Sta. 18+12 Belfast and
extra work at Collingswood at Farrington.
Attachments: (List documents supporting change) Letter from cMI to City (5-20-93), letter from
Pas-Ke t~ CMI.(4-20-93);l~tter.from ~as-Key to CMI (5-11-93 ; letter from City to CMI
(
CHANGE IN CONTRACT PRICE:
CHANGE IN CONTRACT TIME:
Original Contract Price
Original Contract Time
s
$172,919.96
90
days or dale
Previous Change Orders No. 1
to No.
Net change from previous Change Orders
s
$ 3,884.40
days
Contract Price prior to this Change Order
Contract Time Prior to this Change Order
s
$176.804.36
91
days or dale
Net Increase (cl&:t~l!) of this Change Order
Net Increase (decrease) of this Change Order
s
~ ~,~n1 ~7
n
days
Contract Price with all approved Change Orders
Contract Time with all approved Change Orders
$
$180,105.73
91
days or dale
by
APPROVED:
PAS-KEY CONSTRUCT I
SERVI INC.
by
RECOMMENDED:
CLAUNCH & MILLER, INC.
hY~#- eat-
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APPROVED:
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EJCDC Nu. I'JIII-R-B (1910 Edilicln'
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CLAUNCH & MILLER, INC.
Engineering Consultants
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May 20, 1993
Mr. Fred Thompson
City Engineer
City of La Porte
P. O. Box 1115
La Porte, Texas 77571
Re: Farrington Blvd. Water Main
CMI Job No. 92-012
Dear Mr. Thompson:
Enclosed is the executed Change Order No.2 for the above referenced project. Change Order
No.2 increases the contract by $3,301.37.
Change Order No.2 includes the following:
o Emergency repairs on an existing waterline at Station 18+ 12 Belfast and
Farrington. The cost requested was $3,143.22. However, within that amount
was one (1) 6" cut and plug for $307.55 and six (6) feet of 611 pipe at
$11.04/foot which totals $66.24. Both of these items are bid items for which
the contractor will be paid through his pay estimates on the base contract.
Therefore, the actual amount of the change order should be for the equipment
and labor costs associated with the emergency repair. This amounts to
$2,770.02.
Copies of Pas-Key's request for additional payment and a breakdown of
changes is included with the change order. I have reviewed these amounts
and hours with Reagan McPhail (the City's on-site inspection) and he concurs
with the hours expended and the rates for the equipment and labor provided.
I contacted Pas-Key about the inclusion of 8.25% tax on the equipment total
and they informed me that it is their understanding that only materials and
equipment which becomes the eventual property of the municipality is tax
exempt but taxes an equipment rental which will be retained by the contractor
is not exempt. We have verified this assertion and we are including a copy
of a T.S.P.E. newsletter describing the requirement.
o Costs of limestone for a temporary crossing and 15 tons of cement sand to fill
a sink hole at Collingswood. This cost was due to the contractors efforts to
auger under Collingswood and a sink hole developing from the soil
conditions. The Contractor was authorized by the on-site representative to
open-cut the roadway when the auger effort was proving unsuccessful. I have
3701 Kirby Drive, Suite 892. Houston, Texas 77098. (713) 524-7113
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included a copy of the letters from the City of La Porte authorizing initiation
of a Change Order to cover these costs. Pas-Key provided the materials
installed costs in the lette~ of May 11, 1993 which is attached to the pay
estimate. I have visited with Reagan McPhail on the quantities and have
reviewed the submitted costs. Reagan verified that in his letter of April 27,
1993 he intended the authorization to be for materials installed. A breakdown
of the cost is as follows:
15 tons cement sand x $16.75/ton =
Limestone for Temporary Crossing
14.32 tons (28,640 lbs.) x $19.50/ton =
$251.25
$280.10
TOTAL:
$531.35
Total Amount of Change Order No.2:
$2,770.02
$ 531.35
$3,301.37
Claunch & Miller, Inc. has reviewed these proposed changes to the contract price and
recommends authorization of Change Order No.2.
Sincerely,
CLAUNCH & MILLER, INC.
~~~~
Christopher E. Claunch, P.E.
President
cc: Mr. Fred Thompson
Mr. Reagan McPhail
Scr\'i ng
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& Chapter
Leadership
-
Sales tax ruling affects purchases
of equipDlent, Dlaterials on projects
Private practice firms and public sector engi-
neers n~d to take note of a recent State Comp-
troller'5 .ruling that wi!! affect the financial and
contract asp~cts of their projects.
The recently passed tax bill
(HB 11) enar.ted by the Legisla-
ture pro\;des that contractoI'S
may no longer issu.e an exemp-
tio~ certifica te when pttrchas.
ing ma t~ri als fOT use on a new
constTuctlon project for ex-
empt organizations other than
school dislTicts and nonprofit hospitals, unless
the project qualifies for the prior contract exemp-
tion. .. " ..""". ._.".::.;". ,_. ".: .
SeEa!.ated' contractS~~whiCh separate charges for
mm~n.~!~JX:.9m~llarges for labor may still be used
in perfonning new-construction projects for all
other exempt organizations. (Example: cities,
co~ntlesl churches, etc.) .The separate charges for
materials and labor must be included in the exe-
-...... ..... ..'. _.. ..... - - --. - -..
cuted contract.
:....Under a separated contract, the contractor be-
:-~~~es"ci s'ener~of ma'terfals. incorporated into the
project: (Example: bricks, lumber, cOl'\crete, paint,
NSPE Conference set for Bedford in October
etc,) As a seller, the contractor mav issue a resale
certificate in lieu of paying the sales tax at the
tir:-e of purChas~.,~:~~"~tTacto~~~~~~~~e!"re-~
celve an exemption certifIcate frOIi'i"the-exempt
orga~z~ tio~ for. the .materiaJs,.:-This
.... :'. .c-:. ...
procedure may not be used for
materials which do not become '
a part of the finished project. "
(Example: equipment rentals,
fornl materia~, etc.). To use
this procedu're, the contractor--
must have a sales tax permit issued
by the Comptroller.
The statement of the separate charges ,must be
in the contract and can be in the following form:
Materials: $
Services: $
Total: $ ___
The contractor performing the new construction
project 'will fill in the blanks when executing the
contract.The net result will be that contractors
who have inadvertently failed to pay sales tax on
new equipment assigned to a project will now be
subject to pay the sales tax.
NSPE's Southwestern Regionill Conference will
be in Bedford, Texas, October 3-5. This year's con-
ference will focus on education and professional
regi:;tration.
Sarurday morning's agenda will addr~~s society
activities, Don Hiatte, NSPE prc~id€nt. Joe Paul
Jor.es, NSPE president-elect, and Di3ve Dorches-
ter, TSPE prt'~ident, will participate in this ~es-
sion.
Dallas, Preston Trail, Mid-Cities, Fort Worth,
and Den ton chapters have agreed to co-host the
event. Please note the registration form on page
3. Lodging reservations m~st be made no later
th~n September 12 and registration received
forms no laler than ~ptember 20, Please encour-
age y(\ur members to attend, They will find the
mCPling very informative.
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;i'tU-MI/ e"Ndteuctl"JI Seetl'ce~ ONe.
2129 PRESTON ROAD PASADENA. TEXAS 77502
(713) 477-0692 (713) 477.3443
FAX (713) 477.8247
April 20, 1993
Mr. Chria claunch
Claunch & Mill.r, Inc.
3701 Kirby Drive, suite 892
Houston, T.~as 77098
RE: Farrington Blvd. Waterline CLP No. 92-6102
Dear Mr. Claunch:
I am sending this letter in reference to the 6"
waterline at Station 18 + 12 Belfast and Farrington.
Ae you know, Pas-Key Construction Service, Inc., is
having to remOVe an old abandoned 12" D.l. line to install
the new PVC line. On April 15, 1993, Pas-Key Construction
removed a section of the 12" D.I. line that was ~upposed to
have been abandoned; but upon removing we disccvered that it
had a live line tied to it.
This live line caused our crew to stop production and
make emergency repa1r~ on .the existing line, con~isting of a
6" cut & plug. The City caused an extra delay due tc their
inability to shut down existing main.
At this time I am' requesting compensation for the cost
of cut in plug and repairs in the amount of $ 3,143.22.
Thank you in'advance for your assistance.
Sincerely,
, INC.
CWP/dj
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7'tU-7(e1l eCHJieuctlcH Seetllce~ 9HC.
2129 PRESTON ROAD PASADENA, TEXAS 77502
(713) 477.0692 (713) 477-3443
FAX (713) 477.8247
May 11, 1993
Mr. Chris Claunch
Claunch & Miller Inc.
3701 Kirby Drive, Suite 892
Houston, Texas 77098
RE: Farrington Blvd. Waterline CLP #92-6102
Dear Mr. Claunch:
As per your letter dated May 4, 1993, I am sending a
break down on the cost of Change Order Request #2, please see
attached.
Also Change Order Request #3 concerning open cut work.
The price for Limestone Base installed is $19.56 per ton, and
Stabilize Sand installed and compacted if $16.75 per ton.
I would like to thank you for your assistance in this
matter.
Sincerely,
SERVICE INC.
Curtis W. Paskey.
Project Manager
CWP/dj
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Mr. Chris Claunch
May 11, 1993
Page 2
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RE: Farrington Blvd. Waterline CLP #92-6102
CHANGE ORDER #2 BREAK DOWN
Eauipment
1 - Release Tool
.1 - Hyd. Pump
4 - 16' Whalers @ $22.00 ea.
16 - Finforms @ $1.25 ea.
1 - Pick Up Truck
1 - Kato Track Hoe
1 - Case 580
1 Front End Loader (444)
1 - Dump Truck
1 - Cut Off Saw
1 - 2" Cent. Pump
SUB TOTAL
TAX 8.25%
TOTAL
LABOR:
1 - Foreman
3 - Operators @ $110.00 ea.
1 Pipe Layer
1 - Pipe Layer Helper
2 - Laborers @ $71.50 ea.
SUB TOTAL
INS. 25%
TOTAL
EQUIPMENT TOTAL
LABOR TOTAL
SUB TOTAL
o & P 15%
TOTAL
PAY ITEMS:
"J. - 6" Cut Plug
2. - 6' of 6" Pipe @ $11.04 per foot
GRAND TOTAL
Per Day
$ 2.20
6.00
88.00
20.00
125.00
233.33
105.00
210.00
300.00
49.00
48.50
$1,187.03
9 7 . '93
$1,284.96
$ 250.00
330.00
93.50
82.50
143.00
$ 899.00
224.75
$1,123.75
$1,284.96
1.123.75
$2,408.71
361. 31
$?7'9.67
$ 307.55
66.24
$3,143.46
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April 27, 1993
Mr. Chris Claunch
Claunch & Miller, Inc.
3701 Kirby Drive, Suite 892
Houston, TX 77098
Re: Farrington Boulevard Water line Replacement
Dear Mr. Claunch,
Attached please find trucking tickets for materials utilized during the open-cut of
Collingswood.
On the City's behalf, I have agreed to absorb the costs of limestone needed for the
temporary crossing and for 15 tons of cement sand needed to fill in a sink hole.
Please initiate a Change Order to cover these costs.
If you have any questions, please feel free to call.
;;~M!}
Reagan McPhail
Survey Party Supervisor
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NO. 1
CHANGE ORDER.
DATE: 4-2-93
=========================================================
OWNER'S Project No.
92-6102
ENGINEER'S Project No.
CMI-92-012
PROJEcr:
Farrinm:on Boulevard Water Line ReoJacement
=========================================================
CONTRAcrOR:
Pas-Key Construction Services. Ine.
Contract For:
172.919.96
Contract Date:
. :' .3-23-93 .
\t'.' 'I',".'
= = = ~ = = = = = = = = == = = = = == == = = =~ ===== = === == = = =~.==,===:= = ::.;;r~.....= = == = = =
TO:
Pas-Kev Construction Services. Ine.
CQNTRAcrOR
You are directed to make the, changes noted below in the subject Contract:
CITY OF LA PORTE
BY:
19~
DATED:
Nature of Changes:
REMOVE AND DISPOSE OF APPROXIMATELY 936 LF OF ABANDONED 12- CAST IRON WATER MAIN
AT $4.1S/LF FOR A TOTAL OF $3,884.40.
Enclosures:
These changes result in the following adjustment of Contract Price and Contract llDle:
Contact Price Prior [0 this Change order
$
172.919.96
Net (Increase) (~ax) Resulting from this Change Order
$
3.884.40
.'
Current Contract Price Including This Change Order
$
176.804.36
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Contract Tune Prior to This Change Order
90
(Days or Date)
Net (Increase )(:OOtXdfai~ Resulting from This Change Order
1
(Days)
Current Contract Time Including This Change Order
91
(Days or Date)
==========================================================
The Above Changes Are Approved:
CLAUNCH & MILLER,INC.
ENGINEERING CONSULTANTS
3701 KIRBY, #892
HOUSTON. TEXAS 77098
ENGINEER
~-/c~ ~ dt-
By:
Date: ~/-z., I
,
... 19. 0/3
=========================================================
The Above Changes are Accepted:
Br-CO~~
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Date: fJ Z . 19 73
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CHA~(;r: ORDEH
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3 (Final)
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PKOJEC~rington B~d.
\Rep lacement
ow N ER: C'i-ty_ 0 f L a-E.o.r-t-e
(N P.O. Box 1115
~:~;e~!o) La Porte, Texas 77571
CONTRACTOR: Pas-~ey Construction
Servlces, Inc.
2129 Preston
Houston, Texas 77502
CONTRACT FOR:
Replacement of 12" waterline, Contract
dated 2-23-93
DATE OF ISSUANCE: December 20, 1993
OWNER's Project No, q?-;;1n?
ENGINEER: Claunch & Miller, Inc.
3701 .Ki rby Or., Su i te 860
Houston, Texas 77098
92-012
ENGINEER's Project No.
You are directed to make the following changes in the Contract Documents.
Description: Final ize Project Quantities and additional Backfi 11 due to extra excavatio
resulting from site conditions and extra 8" cut and plug.
Purpose of Change Order: To finalize the project quantities and to pay for additional
backfill due to additional unanticipated excavations and pay f0r an 8" cut and plug
for which there was not a bid item. .
Attachments: (List documents supporting change) Attachments showi ng F i na 1 Quanti ties, letter
from Pas-Key Construction dated October 11, 1993 and letter form Claunch & Miller, Inl
rl~tPrl Nnvpmhpr? 1aa~ An~ 'lo++or ~r"m rMT ~~+"~ 10 0" Pi
( CHANGE IN CONTRACT PRICE: CHANGE IN CONTRAC! TIME:
Original Contract Price
Original Contract Time
s
$172,919.96
90
dAy. or c1a,e
Previous Change Orders No.
to No.
2
Net change from previous Change Orders
s
7,185.77
1
clay,
Contract Price prior to this Change Order
Contract Tune Prior to this Change Order
s
$180, 105.73
91
. days or Ilalc
Net~~~~* (decrease) of this Change Order.
$ 17 ,611. 04
Net Increase (decrcase)of this Change Order
s
o
ay.
Contract Price with all approved Change Orders
Contract Time with ail approved Change Orders
s
$ 162,494.69
91
ay. .. a'e
RECOMMENDED:
Claunch & Miller, Inc.
hy r;.dA-&./ tel
APPROVED:
:f1f!? >>
EJCDC Nil, ILJIII.l(.B 11~ln Edition)
l'I'.r~u,',1 ~\ It,.. I n~""','r" J,',nl ("It"I.,... llt.,'unu..n.' C.unmU1rr .ntl tn,I." "..,I tt~. Th,' ^''''''Ah-,I (ienrf"i (.,."n.h.IU"". AmC'fI'u.
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ATTACHMENT TO CHANGE ORDER NO.3
FINAL CHANGE ORDER
ADJUSTMENT OF FINAL QUANTITIES
CITY OF LA PORTE
FARRINGTON WATERLINE
ADD AMOUNT
CONTRACT ACTUAL ACTUAL
CONTRACT ESTIMATED TOTAL AMOUNT
ITEM ESTIMATED UNIT TOTAL QUAN, TO AODITIONAL
NO, DESCRIPTION UNIT QUAN, PRICE AMOUNT TO DATE DATE AMOUNT
BASE BID:
1, 12. PVC C-900 WATERLINE, OPEN CUT L.F, 2409 $19,60 $47,216,40 2512,00 $49,235,20 $2,018,80
2, 12" PVC C-900 WATERLINE, AUGER L.F, 405 $28,35 $11,481,75 422,00 $11,963,70 $481,95
3, 8" PVC C-900 WATERLINE, OPEN CUT LF, 9 $12,95 $116,55 noo $997,15 $880,60
4, 6. PVC C-9OO WATERLINE, OPEN CUT L.F. 95 $11,04 $1,048,80 121,00 $1,335,84 $287,04
6, 8. GATE VALVE & BOX EACH 2 $632.51 $1,265,02 5,00 $3,162,55 $1,897.53
8. 2" GATE VALVE & BOX EACH 1 $327.50 $327,50 2.00 $655.00 $327.50
9, NEW FIRE HYDRANT EACH 5 $1,050,61 $5,253,05 6,00 $6,303,66 $1,050,61
10, REMOVE EXISTING FIRE HYDRANT EACH 1 $78,00 $78,00 2,00 $156,00 $78,00
13, 8" CONNECTION EACH 2 $560,99 51,121,98 4,00 $2,243,96 $1,121,98
15, 2" CONNECTION EACH 1 $315,04 $315,04 3,00 $945,12 $630.08
16. SERVICE RECONNECTION, ALL SIZES EACH 4 $225,00 $900,00 5,00 $1,125,00 $225,00
20. 6. TEMPORARY PLUGS EACH 2 $156,64 $313.28 3,00 $469,92 $156,64
21, TRENCH SAFETY SYSTEM L,F, 2503 $2,00 $5,006,00 2848.00 $5,696,00 $690,00
23. REMOVE & REPLACE CONCRETE CURBS LF, 535 $4,00 $2,140,00 566,00 $2,264.00 $124,00
24, PAVEMENT REMOVAL & REPLACEMENT S,Y, 23,5 $35,00 $822,50 115,00 $4,025,00 $3,202.50
CHANGE ORDER NO, 3 (FINAL'
FINALIZE QUANTITIES AND EXTRA BACKFILL C,Y. $4,400,67
EXTRA WORK - 8" CUT & PLUG EACH 2 $348,93 5697,86 2 $697,86 $697,86
$18,270.76
DEDUCT AMOUNT
CONTRACT ACTUAL ACTUAL
CONTRACT ESTIMATED TOTAL AMOUNT
ITEM ESTIMATED UNIT TOTAL QUAN, TO DEDUCTION
NO. DESCRIPTION UNIT QUAN, PRICE AMOUNT TO DATE DATE AMOUNT
7, 6' GATE VALVE & BOX EACH 16 $520,32 $8,325,12 13,00 $6.764.16 $1,560,96
11. REMOVE EXISTING VALVES EACH 21 $203,62 $4,276,02 5,00 $1.018,10 $3,257,92
14. 6. CONNECTION EACH 13 $527.10 $6.852.30 10,00 $5,271,00 $1,581,30
17, 12" CUT & PLUG EACH 27 $351,64 $9,494,28 2.00 $703,28 $8,791,00
19, 8. TEMPORARY PLUGS EACH 1 $168,90 $168,90 0.00 $0,00 $168,90
22. NEW SIDEWALK S.F, 8928 $3,00 $26,784.00 8744.00 $26,232,00 $552,00
27, EXTRA 12" PVC C-900 WATERLINE L,F, 100 $19,60 $1,960,00 0,00 $0,00 $1,960,00
28, EXTRA CUT & PLUG EXIST, WATER MAINS EACH 5 $50,00 $250.00 0,00 $0.00 $250,00
29, EXTRA 12. X 12. TAPPING SLEEVE & VALVE EACH 1 $2,000,00 $2,000,00 0,00 $0,00 $2,000,00
30, EXTRA 12" X 8. TAPPING SLEEVE & VALVE EACH 1 $1,500,00 $1,500,00 0,00 $0.00 $1,500,00
31, EXTRA 8. PVC C-900 WATERLINE LF, 50 $12,95 5647,50 0,00 $0,00 $647,50
32. EXTRA 6. PVC C-900 WATERLINE L,F, 50 $11,04 $552,00 0.00 $0,00 $552.00
33. EXT, REMOVAL & REPLACE, OF SIDEWALK S.F, 1200 $3,50 $4,200,00 0.00 $0,00 $4,200.00
34, EXT, REMOVAL & REPLACE, OF CONC. CURB L.F. 200 $4,00 5800,00 0.00 50,00 5800,00
35, STEEL 20. CASING FOR 12. WATERLINE LF, 60 535.24 52,114.40 0,00 $0,00 52,114,40
36, EXTRA BLOCK SODDING S,Y, 300 $3,00 5900,00 197,11 $591,33 $308,67
37, EXTRA FIRE HYDRANTS EACH 1 $1,050,61 $1,050,61 0,00 $0,00 $1,050,61
38. EXTRA SERVICE CONNECTIONS EACH 2 $225,00 $450,00 0,00 $0,00 $450,00
39, EXTRA 6. GATE VALVE & BOX EACH 2 $520,32 $1,040,84 0,00 $0,00 $1,040,64
CHANGE ORDER NO.1 (12.0.1, REMOVAL) LF, 936 $4,15 $3,664,40 190,00 $788,50 $3,095,90
535,681,80
.i
:..
-.
ADD
DEDUCT
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e
ATTACHMENT TO CHANGE ORDER NO.3
(FINAL CHANGE ORDER)
Extra backfill due to wet conditions from leaking existing waterline and
unknown waterline on site requiring removal.
$4,400.67
8" cut and plug necessary for project for which there was not an original pay
item.
2 @ $348.93 =
$697.86
Quantities above the contract quantity based on final measurement, actual
amounts required and installed = $13,172,23.
Total Additional Amount =
$18,270.76
Amount to be deducted due to final measurement, quantities less than
estimated or not required for final installation = $35,881.80
TOTAL FOR CHANGE ORDER NO.3
Deduct ($35,881.80 - $18,270,76) = $17,611,04
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7'ao-XefJ e"lIdtellCtitJII Seevice, 911c.
2129 PRESTON ROAD PASADENA, TEXAS 77502
(713) 477-0692 (713) 477-3443
FAX (713) 477-8247
Oc to b e r 1 1. 1 9 9 3
Mr. Chris Claunch
Claunch & Miller Inc.
3701 Kirby Drive. Suite 892
Houston. Texas 77098
RE: Farrington Waterline - Project #92-012
Dear Mr. Claunch:
In reference to the change order request. dated
September 21. 1993~ as per your request, please find below
the break down for this change order:
Extra Grass 487.97 S.Y. @ S3.00 S.Y. = S1.463.91
Extra Backfill 770.43 C.Y. @ S3.00 C.Y. = S6.163.44
TOTAL AMOUNT REQUESTED $7.627.38
Please find attached station number and location break
down.
If you need any furth~r information, please let me know.
Sincerely,
CONSTRUCTION SERVICE INC.
lJ~
Curtis W. Paskey
Project Manager
'-:-.TJ ";' .'.": :
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Oc to be r 11, 1993
Mr. Chris Claunch
Claunch & Mi ller
Page Z
Station Number
o + 80
1 + 58
2 + 19
4- + 33
5 + 21
6 + 50
7 + 33
8 + 11
10 + 37
11 + 09
11 + 24-
11 + 44
13 + 58
Ill. + 31
08 + 00 To
13 + 5'
17 + 29
18 + 44
20 + 88
21 + 63
23 + 50
23 + 82
24 + 24-
27 + 03
27 + 83
28 + 98
Cause
Extra
Grass S.Y.
17.78
6.67
8.89
Wet Soil Conditions
Soil Conditions
Wall Caved In (Prior to
Trench Safety)
Bore Pit in Wet Condition
Large Hole Due to Wet
Ground for FH
Wet Condition due to Exist 44.44-
Line Leaking
Bore Pit Wet Soil 12.14-
Pit Cave in Prior to Shoring 9.33
Wet Condition in Bore Pit 8.4-4-
Exist Line in Conflict 22.22
Had Over Excavate
Excavate for Bend Caved In
Had to Over Excavate for
Blocking
Wet Condition Cave In
Had Over Excavate to
locate Valve
6.67
11.11
2.78
2.78
5.33
12.00
Removal of DI Caused 244-.4-4-
Ditch to be Larger
Wall Caved In 5.33
Wet Connect Line in Wrong 10.67
Location
Bore Pit Bad Soil 19.78
Explore for Meter Feed 5.33
Explore to Find Meter Feed 4-.4-4
Over Excavate for Wet 5.33
Connect Due to Wet Conditions
Install Valve, Cave In 5.33
Bore Pit, Wet Conditions 5.78
Bore Pit, Cave In Prior to 5.33
Trench Safety Installed
Wet Connection, Line ~
Location Off
TOTAL
487.97
Extra
Backfill C.Y.
4-1.4-8
15.56
20.74-
15.56
25.93
59.29
29.04-
27.78
19.70
29.63
6.48
6.4-8
12.4-4
28.00
286.17
12.4-4-
24..88
22.81
12.44
10.37
12.44
12.4-4-
13.4-8
12.44
12.4-4
770.43
...
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CLAUNCH & MILLER, INC.
Engineering Consultants
November 2. 1993
Mr. Curtis Paskey
Project Manager
Pas-Key ConstrUction Services, Inc.
2129 Preston Road
Pasadena, Texas 77502
Re: City of La Porte
Farrington Blvd. Water Main
C:M! Job No. 92-012
Dear Mr. Paskey:
We are in receipt of your "breakdown of costs" for requested additional costs. We and the
City of La Porte have reviewed this breakdown and have the following response:
o We concur with certain requested amounts but do not agree with other
requested amounts.
o The amounts we concur with are as follows:
STATION
NUIvffiER
CAUSE
EXTRA
GRASS S. y,
EXTRA
BACKFILL C,Y.
6+50 Wet Conditions 44.44 52.29
due to Existing
Line Leaking
11 +09 Existing Line in 22.22 29.63
Conflict, over
excavation
11 +24 Excavate for Bend 2.78 6.48
Cave In
13+58 Wet Condition Cave 5.33 i2.44
In
14+31 Over Excavation to l2.00 28.00
locate valve
3701 Kirby Drive. Suice 860. Houston. Texas 77098. (713) 524-7113
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... . ..........~....
.....:- .. .,
. . '.
., . ......... ......,..1':" '0, .
,.0'
::l-:,: ?fi~~;~i::,~:~~~~
STATION EXTRA EXTRA
NUMBER CAUSE GRASS S.Y. BACKFILL c.Y.
17+29 Wall Caved In 5.33 12.44
18+44 Wet Connect Line in 10.67 24.88
Wrong Location
23+82 Over Excavate for Wet 5.33 12.44
Connect due to Wet
Conditions
24+24 Install Valve, Cave In 5.33 12.44
Wet Connect, Line
Location off
*190 L.F. Removal of OJ. caused 83.68 97.92
ditch to be larger
TOTAL: 197.11 288.96
o Other stations which were listed in the submitted breakdown were
determined not to be appropriate for additional cost.
*
Regarding extra grass and backfill due to removal of Ductile Iron pipe; only
190 L.F. was removed; therefore Utilizing the same ratio as the submittal for 555
L.F. of Ductile Iron pipe removed and assuming an average depth of 5.5', the
amounts were adjusted to reflect 190 L.F. ductile iron pipe removed.
This results in a cost of:
Additional Grass Sod
Extra Backfill
197.11 @ $3.00 per S.Y. =
288.96 @ $8.00 per S. Y. =
TOTAL=
$ 591.33
$2,311.68
$2,903.01
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~; ..~~:~. ~~;~:.{').:,::,~~
. ......~..-.... '\-. .~.-,,:,:.....
0" ".,"-.. '. ..,.._ . .~.~OO:-.....
o We will be recommending an additional cost of $2,903.01 based upon your request
and our review and the City's review of the breakdown.
Sincerely,
CLAUNCH & MILLER, INC.
a-~~cLL
Christopher E. Claunch, P .E.
President
CEClca
cc: Mr. Fred Thompson - City of La Porte
Mr. Reagan McPhail - City of La Porte
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CLAUNCH & MILLER, INC.
Engineering Consultants
.,.
~
December 20, 1993
Mr. Curtis Paskey
Pas-Key Construction Services
2129 Preston
Pasadena, Texas 77502
Re: City of La Porte
Farrington Blvd. Water Main
CMI Job No. 92-012
Dear Mr. Paskey:
In our meeting of December 19, 1993, discussions were held regarding Pas-Key's request
for additional costs dated October 11, 1993. Present at the meeting were; Mr. Curtis
Paskey and Mr. Robert Paskey of Pas-Key Construction; and Mr. Reagan McPhail of the
City of La Porte; and Mr, Chris Claunch of Claunch & Miller, Inc,
Paskey had claimed an amount of $7,627,38 for extra backfill and grass. Claunch &
Miller, Inc. had evaluated the claim and recommended $2,903.01 be paid.
After discussion of the issues and in the interest of settlement and compromise an amount
of $4,992.00 additional cost was agreed upon by both Pas-Key Construction and the City
of La Porte.
We. will be processing the additional cost in the following manner:
Additional Grass Sod
Extra Backfill
197,11 @ $3.00/S.Y.
=
$ 591.33
$4.400,67
=
TOTAL:
$4,992.00
3701 Kirby Drive, Suite 860. Houston, Texas 77098. (713) 524-7113
$
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.
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.;
We will be processing the Final Change Order with the above listed figures.
Sincerely,
CLAUNCH & MILLER, INC.
~s~ ~ d-t-.
Christopher E. Claunch, P .E.
President
cc: Mr. Fred Thompson - City of La Porte
Mr. Reagan McPhail - City of La Porte