ST9905-EM020610'C _G ~ 't ~~ fi~ JA's 1'~'q~~ OUP ~.ll-~n.P.~
r c-~
BETHEL ROAD PROJECT
COPPELL,TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
TRANSYSTEMS PRO.IECT NO.2000-0890.00
Prepared by: TranSystems Corporation Consultants
6/10/2002
Bethel Road 6668 Linear Feet
ROW WIDTH = 90 FT., STREET WIDTH k 27 F~
Project No. ST 99-05$ ~-
(Zuarrtlty Urdta UNt Prig Total Price
1 Remove Ex. Asphalt Pavement (8") 20805
2 Remove Ex. Driveways (7") 2538
3 Reinforced Con. Pvmt (7") Placement G ~ q q1 ~ 45303
4 6" Concrete Driveways 1316
5 Temporary Asphalt Pavement 4137
6 Unclassified Excavation (Cut) 21070
7 Ylace Fill Material 6013
8 Subgrade Preparation (6" lime stabilize) 20805
9 5' Sidewalk (each side otBethel) 7650
D`~ 10 Rod Gon Fence (along open channel) 1575
11 Wingwall Modifications 6
e
P
'
g 4
1 ~~ 13 Bri k P
era@Med
an
s 6520
t ~ 14
~r,~ahLr3 IS Street Signs
Street Lighting ~u ~+'•''j'~"'y~C"". k-»{ 12
L t
' 16 Project Sign 2
9 17
n -
(lo.,~-~ Sub-total
15%Contingency 10 J~o
'TOTAL PAVING COSTS
SY
SY
SY
SY
SY
CY
CY
SY
SY
LF
EA
LF
SF
EA
EA
$ 8.00
$ 11.00
$ 38-00 2'~i
$ 3b00 io
$ 21.50
$ 9.00
$ 12.00
$ 3.00
$ 30.00
S 22.00
$ 7,500.00
$ 0.75
$ 10.00
$ aoo.oo
Not Included
$ soo.oo
$
f~r~0, uu0
166,440.00
27,918.00
4ir960-00
88,945.50
189,630.00
72,1 s6.00
62,415.00
229,500.00
34,650.00
45,000.00
31,050.00
65,200.00
4,800.00
~SZ7o J
1,000.00
S1 ~ Q'0.~
(h~3-Rq-5--E~:' ~ IIl45~Z
r ~
3~,a ~~
2 ~58,~54.50
3~g , ai4
3 to3-----'___--___
21 SOS O~J 'f
~~pil~Ulo $ 2,786,278.50
Zqq 71~ $ 417,941.78
2944 "I ~ S 3,204,220.28
S[CNALIZATION
1 Signals@Bethel Rd & Royal Lane 1 LS $ 150,000.00 $ 150,000.00
2 Boxes/Conduit @Bethel Rd & Freeport 1 LS $ 12,000.00 $ 12,000.00
Sub-total $ 162,000.00
15 % Contingency $ 24,300.00
TOTAL SIGNALIZATION S 186,300.00
1 Landscaping 1 LS $ 85,000.00 $ 85,000.00
2 Irrigation (median & parkways) 1 LS $ 110,000.00 $ 110,000.00
Sub-total $ 195,000.00
15 % Contingency $ 29,250.00
TOTAL LANDSCAPE & IRRIGATION $ 224,250.00
2q So ago
~ goooo
1,O,I OOJ
43o~~O'
-1~551too~ = "7,bv~~oc~
1 gOrQOa ~
1110~~`'o..
q S~O ~.,,1 Sc~.-..
P ~203~98~98039~ADM~BethelRdCOSt6-10.0I.xLS, 11/3/3003 Page I of 2
BETHEL ROAD PROJECT
COPPELL,TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
TRANSYSTEMS PROJECT NO. 2000-0890.00
Prepared by: TranSystems Corporation Consultants
6/10/2002
Bethel Road 6668 Linear Feet
ROW WIDTH = 90 FT., STREET WIDTH = 27 FT.
Project No. ST 99-055
Quantity Units Unit Price Total Price
WATER ADJUSTMENTS
1 Abandon Ex Water Valve 3 EA $ 350.00 $ 1,050.00
2 Adjust Ex. Water Valve Box 22 EA $ 500.00 $ 11,000.00
3 Relocate Air Valve 1 EA $ 700.00 $ 700.00
4 Relocate Fire Hydrant 17 EA $ 1,500.00 $ 25,500.00
5 Lower 16" Water Main 3 EA $ s'r800.001'taa~ $ 6r000A0 I rpOO
6 6" Water Line Relocation 527 LF $ 28.00 $ 14,756.00
7 6" Tapping Sieve & Valve 2 EA $ 4,950.00 $ 9,900.00
8 6" Plug 2 EA $ 150.00 $ 300.00
9 $ - $
Sub-total $ 69,206.00 l$acO
IS%Contingency $ 10,380.90 11 ~'0
TOTAL WATER COSTS S 79,586.90 c~Opo/
SANITARY SEWER
1 Adjust Ex. Manhole Cover 6 EA $ 475.00 $ 2,850.00
2 $
sab-teml $ 2,aso.oo
15%Contingency $ 427.50
TOTAL SANITARY SEWER COSTS $ 3,277.50 aOJ
1 See Attached Estimate 1 EA $ 5,146,700.00
Sub-total
I S% Contingency
TOTAL STORM DRAIN & DETENTION COSTS
SUB-TOTAL
MOBILIZATION (5% Subtotal)
$ 5,146,700.00
$ 5,146,700.00
$ 772,oos.oa
S 5,918,705.00
$ 9,616,339.68
$ 480,816.98
TOTAL PAVING, WATER, SANITARY & STORM/DETENTION S 10,097,156.66
Since ENGA'EER has no control over the cost of labor, materials, equipment or smites famished by others, or over the Conaactor(s) methods
of determining prices, or over competitive bidding or market conditions, ENGINEEA's opwons of probable 7ota1 project Costs erd COnatNCllOn
Cost provided for herein are made on the basis of ENGIIJEER's experience and quali6caitons and represent INGINEER's best judgment as an
experirnced and queli6ed professional engineer, familiar with the conswmion industry, but EIJGWEER cannot and does not guarantee that
proposals, bids or actual Total Project ar Cmtstruction Costs will not vary 6om opworss of probable cost prepared by fiNGINEHR. Uprior to
the Bidding or Negotiating Phase OWNER wishes greater axsurence to the Conswmim Cost he shall employ an indcpendenl cost es[ime[m.
'~~9 3q1 6or
--~- /
4 3 ddt orb o
`~°~ 65 650 ~!e~rn~
3el~sicv
5
q, 340,212
"I,Q41,19q
3a~~aSq
31338 ,25a
Pvoxivswao3swnnnnotneutacoste-io-o2.xts, itio'zao3 page 2 of 2
12.1812002 18:07 FAK 8173362247 TRANSYSTEMS_FTW
BETHEL ROAD PROJEC'T'
COPPEI.L, TEXAS
"PRELIMIlYARY" OPTIVTON OF PTi.OBABLE COST
TRANSYSTEMS PR0.IECT NO.2sOtl-11890.00
Ytepared by' TtanSystems Corpotacion Consultatus
6/1072002
$cthel Road 6668 Liatar Fat
k OW WIDTH = 90 FT., STREET' W IDTII ° 27 !" T.
p¢a¢tity Uaita Unit Price Total Price
PAVIniG IMYROVEME _ 5
l Rcmovc Ea. Asphalt Pavemctrc (8")
20805
SY
$
8.09
$
166,440.00
2 Remove Ex. priveways (7") 2538 SX S 11.00
00 $
$ 27,918.00
00
721
514
1
3 Reinforced Con. Pvmt (7") P[tccmcnt 45303 SY $ 38.
35
00 $ ,
.
,
00
46
060
4 6" Concrete Driveways 1316 SY $
$ .
21
50 $ .
,
945.50
88
5 Tempotary Asphal[ Pavemcnl 4137 SY $ .
00
9 $ ,
189,630.00
6 Unclassified Excavation (Cut; 21070 CX .
0 $ 00
72
156
7 Place Fill Material 6013 CY
Y $
$ L2.0
3
00 $ .
,
415.00
62
8 $ubgrnde Prepata[ton (6" limo tiiabilize) 20805 S . ,
9 5' Sidewalk (each side ofBctla;l) 7650 SY $ 30.00 5 229,500.00
IO Rod Lyon Fcnec (along open channel) 1575 LF $ 22.00 $ 34,650.OD
11 Wingwall Modifications 6 EA $ 7,500.00 $ 45.000.00
12 Traffic Butrons/Stripping 41400 LF S 0.75 $ 31,050.00
13 Brick Pavers(3dMcdians 6520 SF $ 10.00 $ 65,200.00
14 Street Signs 12 EA $ 400.OD $ 4,500.00
15 Strcel Lighting
FiA Not Included
00
$ 500
S
1,000.00
16 Project Sign 2 ,
$ _
l7
Sub-rota! S 2,786,278.59
15°/a Cottti¢gency T 417,941.78
TOTAL PAVING COSTS S 3,204,220.28
SIGNALLZATION
] Sigttals~thcl Rd .~ Roya1 Lane 1 LS S 150.000.00 S 150,000.00
z BoxeslConduit (c7~Bcthcl Rd .~ Fnxpor[ 1 L.S S 12,000.00 $ 12,000AO
Sub-total $ 162,000.00
l5°/u Contingency S 24,300.00
TOTAL SIGNALI2ATION S 186,300.00
LANOtiCAPr: & IRRIGATIONi
I Landscaping 1 LS $ 85,000.00 $ 85,000.00
2 Irrigation {median & patltwtrVS) 1 LS S ll 0,000.00 S l 10,000.00
Sub-total $ 195.000.00
1 ~ % Consingency $ 29,250.00
TOTAL LANDSCAPE & IRRIGATION S 224,ZgU.00
r~oo2
P:1262198\080391ADM16nh~]adCom61042 XLS. lT/IFldA02 Pagc 1 oft
12i18!2002 18:07 FAX 8173362247 TRANSYSTEMS_FTW ~ 003
BETHEL ROAD PROJECT
COPPELL,TEXAS
"PRELIIVIINARX" OPINION OF PROBABLE COST
TRANSYSTEMS PROdECI' NO.2008-0890.00
Prepared bY- TttwSystetns Corporation Couaut~nts
6/102002
~etltd Road 6ti68 Linear Feet
B:OWWIDTH=90FT., STREE'fWtuTII=27 FT.
Project No. 3T 99455 __
Qaaatity Units iinlt Price TOtal Price
WATER ADJUS~'1MF.N._'
1 Abandon Fat. Water Valve 3 EA S 35D.00 $ 1,050.00
2 Adjust Ex Water Valve Bos 22 EA T 500.00 S 17,000.00
3 Relocate Air Valve 1 EA S 700.00 $ 700.00
4 Relocate Hire Hydtant }7 EA $ 1,500.00 S 25,500.00
~ Lower 16" Water Main 3 EA $ 2,000.OU $ 6,000.00
6 6"Water LineAeloca[iou 527 LF S 28.00 $ 1x,756.00
7 6" Tapping Sleve & Valve 2 EA $ 4,950.00 S 9,900.00
8 6" Plug 2 Et1 S 150.00 $ 300.00
g S $ -
Su:rtotal $ 69,206.00
15'/°Contntgcocy $ ]0.380.40
TOTAL WATER COST9 $ 79,586.90
SANITARY SEWER
t Adjust Ex. Manhole Cover G 1;A S 475.00 $ 2,850.00
2 $
SurtoCdl $ 2,850.00
E5'f6Contingenty $ x27.50
TOTAL $AIYITAKY SEWER COSTS S 3,277.50
STORM DRAIN/DETENTION
! Scc Attached Estimate 1 EA $ 5,146.700.00 $ 5,146,700.00
Sub-total $ 5,146,700.00
1S%Contuigentry $ 772,005.00
'fCrTAL STORM DRAIN & DETENTION COSTS $ Sy18.705.00
St It-TOTAL $ 9,61639.68
M~DEII.ET4TION (5°/a SabtohQ S 4$0.81G.98
TOTAL PAVll~iG, WATER, SANITARY .4c STORM/DETENTION $ 10,097,156.66
Since ENGINEER Las no eoaaol oser tLr cost oflabor, mterisls, equipment or eavicee famished 65' otLas, or ova tLe Coutractot{s) wctLoda
of deumoiniag prices, ur oser competitive friiLlmg ur am4et cooditiaw, ENOWEt:2's upioieas n£prah.hk "total p.ojett Coax and Conxvuction
Cost ptOVided forheteia me imde on the >6is o£ENGINEER's e+.-perieoa rend gttdi5caito~ and represent ]?NGINP.ER's beat judgment as sa
expcticacod and gaaliftcd ptofceeienal a giuea'. fmtliar with the mmnucfion uduetry. but EhIGQ1E£R stow[ end dace not guaraatce that
t~Posats, hills or ac[es] Total Projoctm ~onsweww Coda will u0[.my noetaplaiom ofproLaLlo costpxcpoed by ENQtNEt:R ifpnorw
the Ridding o<Negvti>bng Phase OWNE R vvi:2ms grseer:a:aastce m the ConstrucEan Con he shall er,Ploy mt indeprndent GO# e,~ipuoo~.
pum_193\98at4NDMlnethetRdcestti.taOinS, lvl8l2002 Pagc z oft
8173362247
12-'18.2002 18:06 FAX 817~a62297 TR9NSISTEMS_FTW
~ 0O1
-~- ~ Q - ~ C
T ~ `' ' ~ ~i t ..`"°
~~-
Q Q N S U L T A N T S
500 WEST SEVENTH STREET, St11T~ B00 • FORT WORTH, TEXAS 76102
DATE: DecelYlber 18, 2002 d08 ~• 20000890
TO: Susan Taylor PHONE:
FPJC: 972-304-3570
FROM: Joe Masterson PHONE: (817) 339-8950
FAX: {817) 336-2247
RE:
CC:
Number of pagers including Cover Sheet 3
Message:
If you nE~d any additional information please call.
7ha informatioc contained in this facsimile is privileged and confidential, intended only
for use by the individual named above- !f the reader of this message is not the
intended recipient, or the employee ar agent responsible to deliver 1t to the intended
recipient, you t~r® hereby notified that any dissemination, distribution or copying of this
communication !s strictly prohibited. If you have received this communication in error,
please notify u:; immediately by telephone and destroy this facsimile.
DOCUMENT2