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WA1005- CS111122Page I of 1 Rhonda Adloo - cost estimates Freeport Parkway (ST05-02 A & B) From: Ken Griffin To: jperez@nctcog.org Date: 7/30/2007 2:51 PM Subject: cost estimates Freeport Parkway (STO5-02 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 $2,1.50,000 Design $805,000 Geotechnical $143,750 10 Ci Total $8,370421 Freeport (Sandy Lake to Ruby) Construction $4,133,660 Right of Way $258,750 Design $632,500 Geotechnical $115,000 Q Total S -115o ooa ¢�� 1 I hope this information is what you needed. If not please feel free to contact me at your convenience. Ken Griffin, P. l`, Director of Engineering/Public Works 972-304-3686 kgriffin@ci.coppell.tx.us file:11C.-\Docuanents%20and%20Settingslrbrotlier\Local%2OSettings\TemP\XPgrpwise146... 7/30/2007 2 -),D)� �-`-'f � Freeport Parkway OS 014 ��, Ruby to Sandy Lake R/W width (ft) 95 14-.Ge7�7, street length (ft) 4050 paving width (ft) 50 avg. cut (ft) 2.5 sidewalk (ft) 5 R/W needed (SF) 45,000 44* •,�rv�%'«� 4 � 33 bbu • ��r-vc'��•- �- i ?�3 bbD GOODBudget # $1,800,000 ray. 1131105 freeport ruby to sandy lake cip.xls 1131/05 251`7"DO 1J� rod X00 CO -1 35625 $10.0 �3ciC,10 GOODBudget # $1,800,000 ray. 1131105 freeport ruby to sandy lake cip.xls 1131/05 Ouanity Cost Total Excavation (CY) 35625 $10.0 $35+6,250 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 $162.00€} $1,308,675 Mobilization & R/W prep. 8% - $104,694 Drainage 30% - $392,603 Incidentals 35% 1458,036 $2,264,008 WA Bridge $1, 300,00 Right of way 45000 j . S470 $180,000 � Engineering Design - - $550,000' Geotechnical - - i 0c a)J 50 000 $4,344,008 Contingency 15% - 651601 Total Cost $4,995,609 NCTCOG participation per 02145 MOU $3,368,004 Total City Cost $1,627,609 GOODBudget # $1,800,000 ray. 1131105 freeport ruby to sandy lake cip.xls 1131/05 Freeport Parkway Sandy Lake to SH 121 RJW width (ft) 110 street length (fir) 3400 paving width (ft) .6670 avg. cut (ft) 2,� oy sidewalk (ft) 5 R/W needed (SF) 374,000 6, SJ Ouanity Cost t)a0S0zA Total Excavation (CY) 27704 $10.0 $277,037 Stabilized subgrade (SY) 26444 $2.5 $56,111 Lime (tons) 595 $100.0 $59,500 Concrete paving (SY) 24933 $30.0 $748,00+0 Sidewalk (SF) 34000 $4.0 $136,000 $1,286,648 Mobilization & RIW prep. 8% - $102,932 Drainage 30% - $385,994 Incidentals 35%$450,327 $2,225,901 / Right of way 374000 l 'd 71CcLZW 5-W.0 $� @ Z I So �OJ Engineering Design - } "go -5000 Geotechnical - - aVXX. !4:575? $4,155,901 Contingency 15%4 $623,535 Total Cost $4,700,436 197 '-I W21 NCTCOG participation per 42/05 M©U $3,640,000 Total City Cost Budget # — $1,200,000 $1,140,436 rev. 1/31/05 Freeport sandy lake to sh121 cfpAs 1131/05 e.+�y elf 479 r 3Z Z 1-75a675 i E206 5i C) 02 PBZ f5v 0 3 S-7 7-012 4 970433 ib-26461ff f7 � a, ,0 �O°-0 Freeport Parkway Frepae ..w Niehels 6 Lanes North of Sandy Lake 8 4 LaneS South of Sandy Lake a 054-74` 1-79 ?3� FREESE s NICHOLS. INC. ITEM �C-SC IR PTION CIUANTfTY UNIT UNIT PRICE TOTAL S2:-71/-7 }, �. r: Mabglzelron 1-2 PrS arin R' hl-ol-We 1 LS $ 500,000.00 ; 5D0,000.00 _- 15.56 AC $ 5.000.00 $ 13 Unclassified �edvetion (RoWwayl TxDOT, 1993 Item +10 13.467 CY $ $ 00 S 77,500.00 587,776,00 [� Stockpile and Spread 4 -Inch Deplh T 22soo 27,500 SY S 1.15 1 $ 31 625.00 I.5 Bermuda rass Sod 27,506 SY ; 2.50 J S 68 750.00 1-6 Prepare and implement Storm Water Polluton Preventrpn Plan t L5 $ 4(1.000.80 $ 40 000.00 I•T Pre ere and Im lement Traffic Comrol Pien 1 LS $ 100,000 00 t S 100,000.00 ka aS B;LAIlEDrVlyEt7l�4orth I.LNtrltoadti; r ' IIA --1 5' Lima Stabilized Su race 32,400 SY S 2.25 74600.00 HA -2 Lrme for StabiPizabon 5% by We hl - 440 TON S 100.04 $ 40,000.00 IIA -3 5` Concrete Pavement Class 'C' 27.505 SY S 55,00 $ 1,512,775.00 IIA -5 4' Concrete S tlawalk 5 it Wide 34,000 SF ; 3.50 S 119,000.00 IIA -6 Sidewalk Ram Af IIA -7 Concrete i iea;er - -- 8 FA $ 700.00 S 5 600.40 300 LF 11.00 3 300.04 - 'Cate n ;iabl.r;: -; r4x:RMEDNNEb;Sputtrvf5anri LaReRoad iy - o1r31 6' Lime Stabilized Sub rade II8.2 Ltme for Stabilizabon 8% by War hlI _ 17,506 SY j 2.25 f dD,O50.D0 IIB -3 8' 0oncrole Pavement Class 'C' 223 TON ; 100.00 S WOOD SY $ 55.00 $ 22,250.04 880,400.00 716.4 7' Doweled Concrete Curb and Cutter 2-5• urge 1,350 LF S 7.00 $ 94 50.00 118.5 4' Czncrale :� dawalk 5 f1 Wide 35,5o0'SF ; 3.50 $ 124,250,00 IfE1 S�d®tvalk Ram 7 e A 10 FA $ 700,00 $ 7,OQD.00 IIB -7 Re ^rforceld Co,cwe Heatley _ _ _ _ 300 ['1 $ 11.00 $ 3,340.00 tliOT U! . J 111 -1 _ roma e $ t1_.Y Totae} - - Y ` 7 t ^940 006.00 uHrr Iv. -WATER Amo; SE11 }#r w R�11tF+.`$`xiik .§'. IV.' I 2' FVC AWWA C-900DR 18 and Di F,tkn _-;---f _ s Don Cut; Sewer ti, rt aep_tr. C.y6J �F $ 85.00 $ IV -2 1,F Man 11 - ._ 586 $00-00 15 FA S 3,000.00 $ C We a C-900 pR 18 and DI F4tin s Or 511 d IV -3 12' FNpen Cut Wateeulh 6.000 LF $ 45,000.00 �Q,%J iVjl 12" Gat® Valves 85.G0 6 i 510 DOOM 43 IV•5 Muefier Fire H drant Assembly_ 6 FA $ 1 500.00 f 14 EA S 2500-00 S 12,000.40 35100.00 2.bno [ -' N•8 Labor, Malarlals, E ul meni for Connection to Exist And Wt4 EA S 2,0200.00 S 6,000.00 _ IV -7 Irri anon Medians - 247.500 SF ; 1.00 ; 247,540:00 N-0 Trench Safe S t_em for Trench Deem over 5 -F -r 12100 EA. $ 1..00 I 3 12,900.00 S i.45t,S1D0 UNIT V? BRIOGa:IiiPR -.. �-C.t,-- ,r .. ,;;:Si.�,. UemD4LliLttiS -- Oto Bnaye _ _ ..EA S 25.000.00 $ 25,000,00 Cons lnrcl New Bnd es = EA $ 270 000 00 $ 540.000 00 rjt,' Sr r Fr .. _. ,, ... UNIT VF SIGIINN PAVEMENT MARKINGS .- _.-. �.. •Calepary Total ., ,- _ _!s Pennanenl Pavement Markin s d Sind�:• - --- _.. ___. -7-_.- ` � _ , S 28,D40.04 - a. r.y- -,,- 7;� i :• : $ £l1rIT Mf. R ti S= 1,405611.00 - $ UNIT 118: ROAUWAYIMP KC71SEiiEfIT S -d IJ 1,752,675.00 - - j Fr£� ; . ..UNTT iif.DMNAG'IMPROM $ 1,486 300.00 940,060.Q4 UNIT lV WATF_ -ime IMPRCTVI htE1� 1,456,900.00 -.. "UNITY: BRIDGE lMkQVE "' S 565,000.00 - ., l9NFI v7 SlGNIfuGJltiD P.A4CMLHT''l1AKKi ; 28, 040.00 c ,.:-•: ,r 6 _' a": ;r,� x. , , . x - $ 7.234 486.00 30% Contingency $ 2,170,345.80 TOTAL = $ 9,404,831.80 5 L 7 Q- +�, Z5597$l0 {7 S7- b`7 S � 61010 10 1663 a 0 5 _ '16 97S