ST9601-CS 990107 ~.. ~, JAN-O?-1999 17:41 "-TEAGUE NALL AND PERK INS "'- 8173362815 P. 01/05
:..
~. ....
S H E E T
To: Michael Martin, P.E.
and
Larry Davis
Engineering Department
City of Coppell
Fax No.: (972) 304-3570
Subject: Wrangler Drive Reconstruction Project (Project No, ST 96-01)
12-Inch Water Line Retocation
Date: January 7, 1999
Pages: 9, including this cover sheet. "'~"~' l~ (:~ ~
COMMENTS:
Mike & Larry,
Please see the following plans for the water line relocation and a draft of the
Change Order to the contract with Tiseo. Please give me a call to discuss at your
convenience.
Thanks,
Mike
From the desk Of,..
Michael A. Jones, P.E.
' . PrinCip81
: :2 Teegue Nell and Perkins, Inc.
FOd Wo~, Texas 76102
F~: (817) 336-Z6~3
JAN-O?-1999 17:~1 TEAGUE NALL AND RERKINS 01735~E~1~ P.0~/05
"' CHANGE ORDER NU: 1. "-
DATE: January 07, 1999
PROJECT: Wrangler Drive Reconstruction
Project No. ST 96-01
OWNER: City of Coppell, Texas
CONTRACTOR: Tiseo Paving Company. 'Inc.
I. DESCRIPTION OF CHANGE AND/OR EXTRA WORK: The existing l~2~nch water
line atong a portion of the project is in conflict with the prolonged-paving
improvements and needs to be retocated. This proposed water line relocation
requires extra work beyond the original scope of work, resulting in the following
adjustments to the original contract.
II, ADJUSTMENTS IN CONTRACT PRICE:
ORIGINAL CONTRACT AMOUNT $1,650,508.15
ADJUSTMENTS TO CONTRACT AMOUNT PER
PREVIOUS CHANGE/EXTRA WORK ORDER $0,00
INCREASE PER THIS CHANGE ORDER $
i REVISED CONTRACT AMOUNT $
III. ADJUSTMENTS IN CONTRACT TIME:
i~. ORIGINAL CONTRACT TIME 300 calendar days
I ADJUSTMENTS TO CONTRACT TIME PER
,~ ~'~ PREVIOUS CHANGE/EXTRA WORK ORDER 0 calendar days
~:lw.~' INCREASE PER THIS CHANGE ORDER caiendar days
~ .
.... ' REVISED CONTRACT TiME . calendar days
RECOMMENDED BY ENGINEER:
Date:
Teague Nail and Perkins, Inc.
AGREED BY CONTRACTOR:
Date:
Tiseo Paving Company, Inc.
APPROVEDIACCEPTED BY OWNER:
i t: .~:";', ,
i~!~.!, - Date:
'~!":. City of coppell, Texas
..,
q:~lxvJ-r44~4~*l14'deel~nll'~..,O1 .wlxj
Ii~' 3AN-07-1999 17:41 TEAGUE NALL AND PERKINS 8173362813 P.03/0S
"' UNIT PRI(.;I: UIU
WRANGLER DRIVE I ST g6-L
CHANGE ORDER No.1
q 2-Inch Water Line Relocation Improvements
Add the Followinn Quantities of Work to Ex!sting Pay Items in the Original Contract:
~, Item Quantity Unit Description and Price in Unit Total
No, Words Price Price
'q ~ 954 ~.F , 12" PVC Water Pipe (DR 14),
.. Complete in Place
, .i 'Twenty-Seven Dollars
~:~;. and No Cents
.~i~.!~l. per Linear Foot $27,00 $25,758.00
s;::;':l' 2 20 "" LF "~" PVC Water Pipe (DR 14),
Complete in Place
Thirty-One Dollars
and Fifty Cents
per Linear Foot $31.50 $630.00
'~" ' ;16 'LF 6" PVC Wa~er Pipe (DR 14),
;,. , Complete in Race
I Twenty-Nine Dollars
~. and No Cents
,~ per Linear Foot $29.00 $464.00
~'.:. 4 1.75 Ton Ductile Iron Fittings,
;~' Complete in Place
~.:!- Fifty-Two Hundred Fifty Dollars
~' and No Cents
per Ton $5,250.00 $9,187.50
5 2 Each 12~';Gate Val~, '
Complete in Place
Sixteen_ Hundred Dollars
and No . Cents
per Each $1,600.00 $3,200.00
JAN-O?-1999 1~:~ TEAGUE NALL AND RERKINS 0173~6~13 R.0~/0~
~= ~ UNIT PRICE BID
'~ ~NGLER DRIVE I ST 96-~.
I~m QuaneW Unit Description and Price in Unit To~l
~ No. Words Pri~e Price
6 I Each 8" Gate Valve,
. Complete in Pla~
~;~: ~ Eleven Hundred
Twen~FiVe Dollars
.~==~,~ and No Cents
per Each $1,125.00 $1,125.00
~: 7 ' 2 Each"' 6" Gate Valve, ~
Complete in Place
Six Hundred
Eight-Five Dollam
and No Cents
~ per Each $685.00 $1,370.00
8 2 Each Fire Hydrant,
I Complete in Place
~ Sixteen. Hundred Dollars
' and No _ Cents
'~ per Each $1,600.00 $3,200.00
~ 9 4 Each Conne~ to ~Xisting System,
:~, Complete in Place
" Eight Hundred
NineS-Five Dollars
and No Cents
per Each $895.00 $3,580.00
10 990 "'LF Tmn~'R Safe~ f0~ Water Line
' Installation,
~ Complete in Place
One Dollam
and ~e~ cents
~' per Linear Foot $1.10 $1,089.00
11 5~ ...... SY Re'~ove Existing"'Concrete ..........
~:~ Driveways,
.. ~-~.~,... Complete in Pla~
.~=~: F~ur Dollars
~.' and N0 Cents
~ per square Yard $4.00 $204,00
-i'~,~:.:. JAN-07-1999 17:42 TEAGUE NALL AND PERKINS 8173362813 P.05/05
:
UNIT PRICE BID SCHEDULE"'
WRANGLER DRIVE I ST 96-0,
,
Item Quantity Unit Description end Price in Unit Total
No. Words Price Price
12 51 SY 6" Reinforced Concrete
Driveway,
Complete in Place
~ Twenty-Seven Dollars
and No Cents
: 1 per Square Yard $27.00 $1,377.00
I"
Subtotal $51,184.50
(Extra Work Under Existing Pay Items)
~'i;:. Add the ~oo'li*~Wing New Pay Item to the Contract:
' ':: Item Quantity Unit Description and Price in Unit' Total
! ..... NP. _ Words - Price Price
~' 13 1 LS Abandon Existing Water Lines,
Complete inp!ace
' Dollars
and C~nts
i. per Lump Sum
!.. // Subtotal
~ / (New Pay Items)
:!'i , Deter,the Following Work From the Original Contract:
~?. ..... Item Quantity Unit Description and Price in Unit ........ Total
i~,: No. Words .... :.!a.riCe' Price
! "~ 14 1 LS Adjust/Lower Existing 12" Wate/~ ....~
Line - Sta. 18+00,
Complete in Place
_Thirty-F, ouf~ndred Dollars
Lump Sum $3,400,00 $3,400,00
Subtotal ~'-
.... -$3,400.00
(Deleted Pay Items) ,, ,-,
,,,,,
TOTAL INCREASE PER CHANGE ORDER No. 1
TOTAL P,05
-JAN-O?-1999 17:~ -'-'TEAGUE NALL AND PERKINS "' Bl?33~B13 R.01/0~
i JAN-O?-1999 17:45 TEAGUE NALL AND PERKINS 8173362013 P.02/04
-:::';:"']~;::"::':~::'~:;,'~:;.:";:'.~:":~:': ~..~ ~' .:.; i.,:~ ~']~ : ....~ ....~
:?::.....; .....:.~ .......;..{ ........ .......:'. ,:..-~.:.
~;[~.~ ;"" ~:;:.":";:':::'.:='~' ~:::.: ;:~:::' ":':~ ]' b.~' :.i:~ .,
.' .............~ ..................s ~ [~' ':~' [' ~ I
.............. ~' ;1'[I :;~.. ''~: ~'T' 7;~ ~
....... ~ ......: ~ .-:- . :.:,.~. :.[:~l~:~ ~. ....:;:.m ~
.................................. . ....................... ........: ...: ....~. ':~...a-~
"~:"'.MATCH LIN~ STA. 10+25 MATCH LINE STA. 10+25
...... !~ ~ ~ ~ :
~...i~
~:,~
.~.
JAN-O?-1999 i?:47 TEAGUE NALL AND PERKINS
.~,
,
l~ ~
, ...................
.................,..,
~ ..... :: ;i~
: ...... ....,: -s ~
.................. ~ ...... : ....... r'~':H
......... : · ~ ';~ ;~;~:.'~ :.i~'~~ '~ ' . ~: .. ;~ ~:
........ ::': '/"; ~ . '.:~ i.'. ~. 'J' ~ .~i~ s':~.: :: . .;?~ .',:; .~ :; '..~
~'.'..-~.;.-::; ........ ~..-- h--;.j ~:---; ~--.-L-t H~-~.. J, ;L..:j ...... ~.; ...... ~:..~.h..L-I~.;. 5?
· . ......
'. ~'~'~i:"':""'i'Y :"";"""s ~ ....... ':r,~ 7.(",:::"'~:'~"'~':"'7h""T '.: 'T'%'~' i''~ "71
':.: .......:.;. ..:...;..: L..:...L: L. :.L;t. jiF..s..~::.L::, ;~..~
~.': =.. I.; ~. ~: ..,, ,;::,., ~.,=..I~T77~=-
......... ~ .... ~ ...... :"
-.:-.-: .......~ .......::': ....!~-':"--i:T~,~'~---,~: :~. E~f"~;~ '~5]~.'z;: ~Z;T';Z;:t;~.;:;;~,'.'''
....... ~,~ '; : ..... h ~ ~ s ' t I
.................................
............. : ..........:'-;: "1'1 ,:" ~':Z,~,;.fi',.':' ;~ ::::':::.;;;:;~:~: ;'~. ~:
i~, ' I ' ' ' ' "" ' ' '
....
~ ill.~.
~' .' ........: ............~"~- ...........~ ....:'~.,...L..~-..~,..ri~:~.,~H
......:, ........
.. '
: '8, f ~, . .i m ~
I : ~ ~
. ~
'~1'~1:": .... I'.;,1~ :~ "'i":;"" li::'
': .....;"' Y/T'*:~':~TT:"7 '~r'. ;'~'
,; .: ................. ~....~ ;:' ' s ~ Q
:~ ' "' : ' O
i!:;.JAN-O?-1999 17:40 TEAGUE NALL AND PERKINS 01733G2813 P.04/04
.__
............. : ........
............................................ ~J ...................:.., .:.....;_~
.....................................................
:::~.:"'"'.*:: :"-: :'-U~TCH~INESTA. 1.5+ 5~:'-~Y-: ;::::::' :TMATCH LINE STA. 15+50
.................... "? I .-
· ..: :...:--:,,: . :.. ~ ~ .-,.: .~.: , .: ,.,
........ It ' '- .....--" , .,.
:'~::::...".:.s;':.:: ....../s.:i.:'.:...:t:.. · _. ::.::: ::.'~:~::~:'::s'.:::):.:.'; :::::::::::::::::::::::;a t ~'
. :: '.:::.':' ... "2::: ,': ....:Y.-: .... .........~:[-;-',-. I~i]...~: .-', ... '~. [,..:. ~': .....;-;--: .....'4:~ -. ~'o ..- ~
. ..:::: :--:::--.: :.::.:::,. ::,r.: ::s~.:.s a'.:. :':' .: ':: ~-:::-;,s'sa,-s;::.;:: .:~:-:...:-..~:; ::~:-*';.l::':'---*-Y"-"'* -.-- a~ ~ aa ,
::::::::::::::::::::: ~:':i ':'::'"':' ' ::" :' ~ ::"::; :: ~::~'-::~:-.a~ ..........;-....; .......: .............T L,'-
:::;.:~:-~./:::~::,;-:,~::::,::~ ~::: ::::~: ~;:~: :~ :~:~', ::~ :$::.:,:::~.~:::~{: :~:(.~;~[: ::;:~.~;~ ~:-~:,:'::~S.:,.:'.:::':~ :::~:.':~ --::'-3:"': ~'' :"': :: ....'
- ......~3~;1~i~. :~-:~ "": 2' '.:s'r'l .';l~;']i~]: ~:-: .~-I-P,-:.-::f ;. :.~:-::.-~ ~ ........:;
': .........""' "' ....."'? ':':"' "':' "' '/::~: ~::~ ~:,: i-.-
.?:..::~.:~:~ ....:.-~;~;~::.~...~:r,.:::..s:::..,:.:.,~a.s:s::'s:::~.::~:.~:]~::.:a~:~-:-~::' ~ ~......~,;. .~-~ ,
:::::::::::::::::::::::::::::::::::::: ::::~""2 ~:--:;-:~::Z::;:~::j:-:]'~:~:':L;:-~:':L~:"::':,:/;:~:::'?~ ~ ~;.-,