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ST0502A-EM070730 Page 1 of 1 Rhonda Adloo - cost estimates Freeport Parkway (STO5 -02 A & B) From: Ken Griffin To: jperez @nctcog.org Date: 7/30/2007 2:51 PM Subject: cost estimates Freeport Parkway (ST05 -02 A & B) CC: 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 • > b C 3 3 Freeport (Sandy Lake to Ruby) 0 g I D /327 -7 Construction $4,133,660 / � Right of Way $258,750 Design $632,500 Geotechnical $115,000 Total $5,150,000 9 = 4- izopnv 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.tc us file : //C : \D o cum ents %2 0 and %2 0 S etting s\rbro ther\Lo e al %2 0 S etting s \T emp\XP grpwi s e \46 ... 7/30/2007 5f'OSn24 .2)0) `z` I Z Freeport Parkway /�„ Ruby to Sandy Lake R/W width (ft) 95 \ c �� ` 1% street length (ft) 4050 0 i paving width (ft) 50 avg. cut (ft) 2.5 sidewalk (ft) 5 R/W needed (SF) 45,000 Quanity Cost Total Excavation (CY) 35625 $10.0 $356,250 Stabilized subgrade (SY) 24300 $2.5 $60,750 Lime (tons) 547 $100.0 $54,675 Concrete paving (SY) 22500 $30.0 $675,000 Sidewalk (SF) 40500 $4.0 $162,000 $1,308,675 Mobilization & R/W prep. 8% - $104,694 Drainage 30% - $392,603 Incidentals 35% - $458,036 e<x„5 c1 4 $2,264,008 11/4,1 Brid $1,300,00 1)� lvc, S p pp'J Right of way 45000 $4:0 $180,000 ' 1 C`ioi vn 00 @ Engineering Design - $550,000 `' `� Geotechnical - - 10oa.)0$50,000 $4,344,008 C4•- --mi a,., 4 i 3 (0bv Contingency 15% - $651,601 'Ql zs 1S0 b 3 2 5O v Total Cost $4,995,609 t i S 00v NCTCOG participation per 02/05 MOU $3,368,000 51 3a ci 1 d Total City Cost $1,627,609 1 t Budget # - $1,800,000 1 t'-`. S1S rev. 1/31/05 freeport ruby to sandy lake cip.xls 1/31/05 . 5 /72..A Freeport Parkway Sandy Lake to SH 121 R/W width (ft) 110 street length (ft) 3400 '� . u� 00 paving width (ft) .66 7J to 2-10 avg. cut (ft) 2 20 4-4' sidewalk (ft) 5 \ ( ll ) 3-5 70 R/W needed (SF) 374,000 i\- Ouanitv Cost Total Excavation (CY) 27704 $10.0 $277,037 Stabilized subgrade (SY) 26444 $2.5 $66,111 Lime (tons) 595 $100.0 $59,500 Concrete paving (SY) 24933 $30.0 $748,000 Sidewalk (SF) 34000 $4.0 $136,000 $1,286,648 Mobilization & R/W prep. 8% - $102,932 Drainage 30% - $385,994 Incidentals 35% - $450,327 $2,225,901) 52-/ 1 Right of way 374000 5 $,4'0 $fi', ,6O Z. 1 Sid . J Engineering Design - 7 ' 40500° Geotechnical - - DACoo $ 0'0 14 - 75O $4,156,901 . \ --T, Contingency 15% - $623,535 Total Cost $4,780,436 S"3 NCTCOG participation per 02/05 MOU $3,640,000 Total City Cost $1,140,436 I Budget # — $1,200,000 rev. 1/31/05 Freeport sandy lake to sh121 cip.xls 1/31/05 5L .-121 lbx°fv hw -LA's/ ()37„) I . 7 J 47C1 5 z i'752.6 1, (796 ST0S ©23 3 '382- O 357 2- 00 4 . 9 ` ;O 433 (22 (04 V7 ..1 / 14,05 5 - -D - S05 COO OPINION OF PROBABLE CONSTRUCTION COST b 1 "7 b J Mill lo 0 Freeport Parkway " /7 2 Freese .na Nichols ►�� 6 Lanes North of Sandy Lake & 4 Lanes South of Sandy Lake V 4 Q334-74-1 ,, 1 - ne, FREESE & NICHOLS, INC. 1 2 I to ¢L 4 ete 5 it 4 1331,(00 ITEM � �y.. ;, 1 - ..DE�3GRIPTION QUANTITY UNIT UNIT PRICE TOTAL sz, 117) • Mill III I 1 -1 ry Mobilization 1 LS $ 500,000.00 $ 500,000.00 1 -2 Preparing Right -of -Way 15.50 AC $ 5,000.00 $ 77,500.00 1 -3 Unclassified Excavation (Roadway) (TxDOT, 1993 Item 110) 73467 CY $ 8.00 $ 567,736.00 I-4 Stockpile and Spread 4 -Inch Depth Topsoi 27,500 SY $ 1.15 $ 31,625.00 1 -5 Bermudagrass Sod 27,500 SY $ 2.50 $ 68,750.00 1 -6 Prepare and Implement Storm Water Pollution Prevention Plan 1 LS $ 40,000.00 $ 40,000.00 17 Pre are and Implement Traffic Control Plan 1 LS $ 100,000.00 $ 100,000.00 I IIA-1 6" Lime Stabilized Subgrade 32,000 SY $ 2.25 $ 72,000 00 IIA -2 Lime for Stabilization (6% by Weight) 400 TON $ 100.00 $ 40,000.00 IIA -3 8" Concrete Pavement Class "C" 27,505 SY $ 55.00 $ 1,512,775.00 IIA -5 4" Concrete Sidewalk 5 ft Wde 34,000 SF $ 3.50 $ 119,000.00 IIA -6 Sidewalk Ramp (Type A) 6 EA $ 700.00 $ 5,600.00 IIA 7 Reinforced Concrete Header 300 LF $ 11.00 $ 3,300.00 IIIIIIIII, c K. 2::: Z;: r>�. 8.�....« e i " 8 ��17ir i i _ - ..�.d.P Z.. } � was. vi&aw�v�,iP '� .. r^^z T • 5 ' .. " ... IIB-1 6" Lime Stabilized Subgrade 17,800 SY Y $ 2.25 $ 40,050.00 IIB-2 Lime for Stabilization (6% by Weight) 223 TON $ 100.00 $ 22,250.00 I IB 3 8' Concrete Pavement Class "C" 16,000 SY $ 55.00 $ 880,000.00 118-4 7" Doweled Concrete Curb 576 Gutter {2.5' wide) 1,350 LF $ 7.00 $ 9,450.00 1113-5 4" Concrete Sidewalk 5 H Wide 35,500 SF $ 3.50 $ 124,250.00 IIB -6 Sidewalk Ramp (Type A) 10 EA $ 700.00 $ 7,000.00 118-7 Reinforced Concrete Header �� xnx a.. s , 11 00 0.00 300 LF $ 3 30 ... _... - - ME - a a �au.xr '9aai. Mi iil, ' 1`e.+ '�a,uam" .' T iti "i§`• '., i T z� s a :1 4 , . . - ..... -r a .e " 1 7�3'f*ra° T ..... - _ - � u..,ix-9.�":�.1�' i __ --- - 111-1 Drama .e ^``l��� �e:.�:a^§;�,e':� c� .:�. OM � 1 ® $ 940,000.00 $ 940,000.00 mi IV -1 12' PVC AWWA C -900 DR 18 and DI Fittings (Open Cut) Sewer 10 depth 6,900 ' $ 85.00 $ r ' 586,500.00 ` IV -2 4 Foot Manhole 15� $ 3,000.00 $ 45,000.00 -c Q � � S� I IV -3 12" PVC AWWA C -900 DR 18 and DI Fittings (Open Cut) Water 5 H depth 6 000 $ 85.00 $ 510,000.00 ✓ li � � IV 12" Gate Valves 8 $ 1,500.00 $ 12,000.00 - 2..4? `7 (j IV -5 Mueller Fire Hydrant Assembly 14 $ 2,500.00 $ 35,000.00 J IV-6 Labor, Materials, Equipment for Connection to Exisf. And Prop. WL 4 $ 2,000.00 $ 8,000.00 IV -7 Irrigation Medians 247,500 $ 1.00 $ 247,500:00 _ IV -8 Trench Safe S stern for Trench Depth over 5 -FT 12,900 $ 1.00 $ 12,900.00 NM EM _,. MEW mss M mi V-1 Demo Old Bndge 1 Ell S 25,000.00 $ 25,000.00 V-2 Construct New Brid• es 2 $ 270,000.00 � 1 .., ';: ma t - ",y a t a � s�I `" La.,,, . MET 540 000.00 '°"''''7"`^'"'1*+ - .wei'L.3 u .,.ss ,. r gffi . i a s "r , d "ar .aa,4. "." .n7. 7 _ c' �,. a y. v` -... a - t , Z yam. _ V1-1 Permanent Pavement Markin •s & Si •na e 1 ® $ 28,000.00 $ 28,000.00 �� mama '. 'a: i,i a €.: mom � f 1 1,405,611.00 $ = a 4 � 4 -' $ 1,752,675.00 � = ' a ° * :F e $ 1,086,300.00 " t ^' ' '� $ 940,000.00 r a i 6 n r - 1 456,900.00 � � _ i '� � $ 565,000.00 l c3 � ` Z � � � $ 28,000.00 �1 1 t rr�rhh " 'd1.,. t. i_ m $ 7,234,486.00 30 % Contingency $ 2,170,345.80 TOTAL = $ 9,404,831.80 5 I. i2.► 555 '786 a I "7 SZ b 5 L - 1 Li 6/ / .p . 409* S 60 5y - V u 6,6 345 , 2- 5'3 3 ) c`7