ST0502A-EM070730 (2)
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Rhonda Adloo - cost estimates Freeport Parkway (5T05-02 A & B)
From:
To:
Date:
Su bject:
CC:
Ken Griffin
jperez@nctcog.org
7/30/2007 2:51 PM
cost estimates Freeport Parkway (ST05-02 A & B)
Keith Marvin; Rhonda Adloo
Jose
Because we have not started the actual design, we do not have exact quantities and cost information.
However, we have spoken to Freese and Nichols about designing the project and they provided a cost estimate
in November 2005. Their estimate only covered construction, so I modified it today to include design, right of
way acquisition and geotechnical.
Freeport (SH 121 to Sandy Lake)
Construction $5,271,171
Right of Way $2,150,000
Design $805,000
Geotechnical $143,750
Total $8,370421
Freeport (Sandy Lake to Ruby)
Construction $4,133,660
Right of Way $258,750
Design $632,500
Geotechnical $115,000
Total $5,150,000
I hope this information is what you needed. If not please feel free to contact me at your convenience.
Ken Griffin, P. E.
Director of Engineering/Public Works
972-304-3686
kgriffin@ci.coppell.tx.us
file:1 Ie: \Documents%20and%20Settings\rbrother\Local%20Settings\ Temp \XPgrpwise\46... 7/3012007
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R/W width (ft)
street length (ft)
paving width (ft)
avg.cut(ft)
sidewalk (ft)
R/W needed (SF)
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95
4050
50
2.5
5
45,000
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Freeport Parkway
Ruby to Sandy Lake
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Excavation (CY)
Stabilized subgrade (SY)
Lime (tons)
Concrete paving (SY)
Sidewalk (SF)
35625
24300
547
22500
40500
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4 hO\"1
Cost
Total
$10.0
$2.5
$100.0
$30.0
$4.0
$356,250
$60,750
$54,675
$675,000
$162.000
$1,308,675
Mobilization & R/W prep.
Drainage
Incidentals
8% $104,694
30% $392,603
35% $458.036
$2'264'00J~ /',
4-,-33I:,bU
$1,300,00
45000 S. $4-:'() $180,000 ,/
$550,000 ,/
- IOoax>$-50.OGQ
Bridge
Right of way
Engineering Design
Geotechnical
Contingency
15%
Total Cost
NCTCOG participation per 02/05 MOU
Total City Cost
Budget # - 51,800,000
$4,344,008
$651.601
$4.995.609
$3,368,000
$1,627,609
rev. 1/31/05
freeport ruby to sandy lake cip.xls
1/31/05
R/W width (ft)
street length (ft)
paving width (ft)
avg. cut (ft)
sidewalk (ft)
R/W needed (SF)
Freeport Parkway
Sandy Lake to SH 121
110
3400 /'
>>6 70
2
5
374,000
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Excavation (CY)
Stabilized subgrade (SY)
Lime (tons)
Concrete paving (SY)
Sidewalk (SF)
27704
26444
595
24933
34000
Mobilization & RJW prep.
Drainage
Incidentals
Right of way
Engineering Design
Geotechnical
374000
Contingency
Total Cost
NCTCOG participation per 02/05 MOU
Total City Cost
I Budget # - $1,200,000
8%
30%
35%
15%
~,o S 02....&
Cost
Total
$10.0
$2.5
$100.0
$30.0
$4.0
$277,037
$66,111
$59,500
$748,000
$136.000
$1,286,648
$102,932
$385,994
$450.327
$2,225,901) 52 1fl r I
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$4,156,901
$623.535
\V
$4.780.436 tb "?" 0\.'2.1
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$3,640,000
$1,140,436
rev. 1/31/05
Freeport sandy lake to sh121 cip.xls
1/31/05
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Freese _" Nichols
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OPINION OF PROBABLE CONSTRUCTION COST
Freeport Parkway
6 Lanes North of Sandy Lake & 4 Lanes South of Sandy Lake
FREESE & NICHOLS, INC.
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ITEM QUANTITY UNIT UNIT PRICE TOTAL
I l
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f- l.' Mobiliza1ion 1 LS S 500,000.00 S 500,000.00
.z Preearino Riahl.of.Wav .~.- 15,50 AC S 5,000.00 S 77,500,00
1-3 U'1classified Excavation (Roadway) l'TxDOT, 19931le",'ICI 13,467 CY S 8.00 S 587,736.00
1-4 StOCkpile and Spread 4-lnch Depth Topsoil 27,500 SY $ 1.15 S 31 625.00
., Bermudaorass Sod S
1-5 27,500 SY 2,50 S 68 750.00
1.6 preoare and Implement"Storm Water Pcltutio.'1 Prevent10r Plan 1 LS Is 40,000,00 $ 40 000.00
IIA.1 6" Lime Stabilized Suberade 32,000 SY $ 2.25 $ 72,000,00
IIA-Z Lime fer Stabilization 6% bv Weiohll 400 TON $ 100.00 $ 40,000.00
IIA.3 S" Concrete Pavemen~ Class "C" 27,505 SY $ 55.00 $ 1,512,775,00
~. IIA.5 4" Concrete S<dewalk 5 It ","de 34,000 SF $ 3.50 $ 119,000.00
IIA.S Sidewaik Ramo ,Tvoe AI SEA $ 700.00 $ 5,600.00
118-1 6" Lime Stabilized Suborade 17 .800 SY $ 2.25 $ 40,050,00
118-2 Ume for Stabllizaban [6% bv WeiQhti 223 TON $ 100.00 $ 22.250.00
118-3 8" Concrete Pavement Class .C" 16,DOO SY $ 55.00 $ 880,000.00
118-4 7" Ddweled Cancrele C"rt> and Guller (Z5' Wide', --, 1,350 LF $ 7.00 $ 9 450.00
IIB.5 4" Concrete Sidewalk 5 ft Wide 35,500 SF S 3.50 $ 124,250.00
IIB.6 Sidewalk Ramo (Tvpe AI '0 EA S 700,00 $ 7,000.00
.
III.' Dralna e 1 LS $ 940 000.00 940 000.00
,; IV.1 'Z' PVC AWWA C-9DO DR 18 and DI F'WngstOpen Cut) Sewe' 1.Q.~ depth, 6,900 L" $, 85.00 $ 586500,00
IV.2 4 Foot Manhole 15 EA . $ 3,000.00 $ 45,000,00
- _.~~,- IV.3 lZ" PVC AWWA C.9DO DR , 8 and DI Fltlnqs IOoen C~t) Water 5 II d'e;;;;;-- 6,000 ~'$ 85.00 $ 510,000.00
IV-4 12" Gate Valves ---~ SEA $ 1,500,00 S 12000.00
IV.5 Mueller Fire Hvdrant Assemblv ,4 EA S '- 2,500,00 $ 35000.00
IV-6 Labor, flAatenals, EQUipment for Connection to Exist And Prop WL 4EA $ 2.000.00 $ 8,000.00
IV.? Irriaation Medians Z47,500 SF $ 1.00 $ 247,500:00
V.l Demo Old Bndge , EA $ 25000.00 $ 25,000.00
VI.' Pennanen! Pavement Markinds & Sionaoe , LS $ 28,000.00 $ 28 000.00
llJiln\iI!ll, , C"'" . '\"j,_.,,,~~ l. !iM'~ ;< ',;' . j
I
_.~ $ 1,405,611.00
$ 1,752,675.00
$ 1,086,300.00
$ 940,000.00
$ 1 456,900.00
$ 565,000.00
$ 28,000.00
___u ..__._.____~ $ 7,234,486.00
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SLi ill
30% Contingency
2,170,345.80
TOTAL =
$ 9,404,831.80
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