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HomeMy WebLinkAboutWWP2701999(32)I * I BEGINNING OF FILE LF11}LE pro a - Lzo # 31 A E. UA11ey Nwy . rf .A . sfv\ t r\Afj (los �Ski m aAe*,.. • . November 2, 1979 UD 314 PRELIMINARY ml LSTIMAIt STREET ITEMS I. Mobilization Lump Sum S 100.000,00 2. Clearing 8 Grubbing 13.2 Acres 9 $4,DDD,00/Ac, $ 52,A00.00 3. Canmon Excavation 34,893 Cubic Yards @ $7,85/CY S 273.910.00 4. Embankment 162,37R cubic Yards @ $7,75/cY $1,258,430.00 5. Unsuitable Excavation 10,000 Cubic Yards 0 $8,00/CY $ 8D 0Q0,0t1 6. Proof Roiling 48 Hours @ $50,00/iir. $ 2,4C0,00 7. 8ankrun Gravel Class 8 12,000 Tons @ $7.00/Ton S 84,001.00 R. Asphalt Concrete Pavement R9,300 Square Yards @ SI0.51!SY $ 938,543.00 9. "k"llaneou,. Asohalt. Treated Base 10,000 Tons @ $20.00/Tan $ 20U,000.00 10. Cei"nt Concrete Curb G Gutter 34,700 Lineal Feet 0 $5.90/LF S 204,730 00 IL Cement Concrete Driveway 800 Square Yards 0 SIR,00/SY $ 14,400.00 1?. Cement Concrete Sidewalk 4,167 Lineal Feet 0 $15.25/LF $ 63,547.00 13. Traffic Control Signs Lump Sum $ ln,D00.00 14. Wheelchair Ramps 34 Each 0 $120.00/Ea. $ 4.080.00 15. Lane Markings Lump Sum $ 12,000.00 16. Signal Conduit (future) 920 Lineal Feet @ $4.50/LF S 4,140.00 11. Junction Box 18 Each @ $150.00/Ea. S 2,700.00 18, 1?" Diameter Drain Pipe 3,213 Lineal Feet @ 515.00/LF $ 48,195.00 19, 15" Diameter Drain Pipe 939 Lineal Feet 0 $18.00/LF $ 16,884.00 20. 18" Diameter Drain Pipe ?,075 lineal Feet @ $27.00/LF S 56,025.00 71. Z•i" Diameter Drain . po 2,415 lineal Feet @ $61.00/LF $ 147,315.00 22. 30" Diameter Drain Pipe 2,680 Lineal Feet @ $64.00/LF $ 171,5?0.00 23. 16" Diameter Drain Pipe 1,600 Lineal Feet @ $73.00/LF $ 116.800.00 24. 42" Diameter Drain Pipe 3,150 lineal Feet 0 $84.00/LF S 264.600.00 25. 48" Diameter Drain Pipe 2,130 Lineal Feet @ S97,00/LF $ 206.610.00 26. 60" Diameter Drain Pipe 1,550 Lineal Feet @ $121.00/LF $ 187,550,0D 27. 72" Diameter brain Pipe 240 Lineal Feel 0 5156.00/LF S 37,440.D0 28. Catch Basins Type 1 190 Each @ S700.00/Ea, S 133,000.00 2q. Catch Basins Type 11 48 Each 0 $1,300,00/Fa. S 62,400.00 10. Manhole 48" Diameter 10 Each 0 S1,400.00/Ea. e L,i 000 DO 31, Manhole 54" Diameter 18 Each 0 $2,300.00/Ea, S 41,400.00 32. Manhole 72" Diameter 9 Each 4 51,400.onja, $ ,io.oll'oo 09. Manhole 96" Diameter 11 Each 0 $4,owx0/Ea. S 44.000.00 34. StOrM Drain Fnc'lities East of Highway 167, P9 Crossing at Fast Valley Road and P1 Crossinq at Springhrook Creek Lump Sum S 376,150,00 35. Illumination A Signalixation luap Sum S 574,378.00 Subtotal SS,R34,541.00 5" Contingency S 291,7t7,00 Engineering, Administration, Sales T..., Bond tamsel, Printing, Interim Financing, land Acquisition $1,512,1".00 TOM 57,63R,A?R,Op HATER ITEMS 1. 12" Ductile Iron Hater Main 9,747 Lineal Feet 0 $19.75/1f S 188.592.00 2. 10" Ductile Iron Hater Msia 1,827 Lineal Feet P $18.00/LF S 32,086.00 3. 12" Gate Valve 17 Each 0 $2,200.00/Ea, S 37,400.00 4. 40" Gate valve 17 Each 9 S2,000.00/fa. $ 34,000.00 S. Fire Hydrant AsSembiy Type A 7 I"e '.h 0 SI,800.00/ta. E 12.600,00 6. Fire Hydrant Assmobly Type B 27 Each A 32,300.00/E4. S 50,600.00 7, fittings 30,600 Pounds P Si.66/Lb. S 30,7S0.00 H. " Blow Off Assembly I Each a $400.00/La. S 400.00 n, Adjust Vaha Yeilf 21 Each 0 S80.00/Fa. f 1,680.00 ID. Adjust Valve Dox 17 Each 0 $100.00/Ea. $ 11700.00 U. Miscellaneous S 6,640.00 Subtotal S 397,128.00 5t Contingency $ 19.856.DO Engii.e•tinq, Adminis ation. Sales Tax, Bond Counsel, Pri- ting, interim Financing, land ',quisition S 12C °^n TOM $ 537,788.00 SANITARY SEWER ITEMS I. B" Diameter Sanitary Sewer 4,900 Lineal Feet P $60.00/iF S 294,000.00 2. 8" Side Sewer 974 Lineal Feet @ S60,00/li $ 58,320.00 3. Sewer Manhole 48" Diameter 27 Each @ $1,300.00/F.a, S 35,100.00 4, ixtra Depth Manhole 110 Vertical feet @ $100.001VI S 11.000.00 S. 12" Diameter Sanitary Sewer 2,350 Lineal Feet @ $68,00,11i $ 154,800.00 6. 1E" Ductile Iron pipe 400 Lineal Feet 0 $77.On/IF S 30,800,00 7, MISCelianeous S 8,100.00 Subtotal S 603.120.00 5% Contingency 30,150.00 Engineering, Ad.xinistratim,, Sala% Tax, Bond Counsel , Printing, Interim Financing, Land Acquisition $ 182,900.0o TOTAL $ 816,126.00 . 0 NowWbor 2, ton L10 314 PRELIMINARY COS'. LSTIMA,i STREEI ITEMS I. Mobiiilatlon LUMP Sum $ 100.000.00 ?. Clearing a Gruhbing 13.2 Acres R U,000.00/Ac. a2,60•„ut 3. Common Excavation 14.893 Cuhie Yards R $7,85/CY E 273,g;0.00 4. Emhankment IW 378 Cubic Yards r, $7,751CY $1,Mt,430.00 0nsuitable Excavatioo MOD() Cuhic Yards P $8,00/rY $ R0.000.00 6. Prout Rolling 48 flours N SSO.00/1r, $ ? 4fN1 011 7, Pankrun Gravel Class 0 1?,000 Tons P $7.001Ton $ 8a.000 At1 N, Asphalt Concrete Paverxnt 89.300 Square Yards 0 $10,S1/SY $ 938,543.00 q. Mluel i.uwnus Asphalt Trusted Racn 10.000 Tons @ SilxolTon S 200,000.00 10, Cement, Concrete Curb o Gutter 34,700 Lineal feet 9 $5.90/1.1' $ 204.730.00 lt. Cenxmt Concrete Driveway ROD Square Yards P S18.00jSY $ 14,400.1t0 U. Cement Concrete SidMilk 4,167 lineal Feet 8 $15.25/LF $ 63,547.00 13. Traffic Control Signs lump Swn $ 10,D00.00 14, Wheelchair W?ps "' Fach 0 SI?O,OO/La. S 4,D80.00 15. Lane Markings Lump Sum S 1?MO,(0 16. signal Conduit (future) 9?0 Lineal feet A S4.50/0' $ 4.140,00 11. Junction Box 18 Fach P S1S0.00/1.e. S 2.700.00 18. 1?" Diameter Crain Pipe 3,?13 Lineal Feet F $15.00/0 S 48,195.on 19, i5" Diameter Drain Pipe 938 Lineal Fert F 518.00/Lf` M. Is" Diameter main Pipe ?,075 1imml Feet 8 S27m/tr S S6,0? .1111 Oiausetor x"m i,Ipe 2,415 lineal Feet ! S61.00/LF $ 147.315.00 22. 30" Diameter Drain Pipe 2.680 Lineal Feet 8 464.DO/LF S 171.570.00 73. 36" Diameter Drain Pipe 1,600 Lineal Feet 0 $73.00/LF $ 116.800.00 24. 42" Diaraater Drain Pipe 3,150 lineal feet A $84.00/lf $ 264.600.00 A, 484 D1amter Drain Pipe 2,130 lineal feet @ $97.00itf f 206.610.00 26. 61)" 0lamtor t}ra;n Pipe 1,550 Uneat feet @ V21,00/Ef $ 187,550.00 77. 77" Diameter Drain Pipe 240 U oral feet @ S156 00/11 $ 37,440.00 2R. Catch Basins Im, 1 190 Each n $700.00/fa. S 1'1"D00.00 74. catch Basins Type It 48 Ea.h @ $1,300.00/fa. S 62,400,00 in. Manhole 48" Diameter 10 fach P S1,4'10.00/Ea, S 14,000.00 M. Manhole 54" Didilwter 1R Each @ $2,300.00/Ea, f 41,400.00 32. Manhole 72" Diameter q Each @ S1,40A.00/fa. $ :i0.i,00.00 3,. Yjanhole !M" Diameter 11 Each @ $4,000.00/Ea, S 44,000.00 14. Storm Drain facilities fast of Mighway 167, P9 Crossing at East Valley Road and P1 Crossinq at Springhrook CreA LUMP SUM f 376,15D.00 35. Illumination 6 Signalisation lump Sum $ 574.314.00 Subtotal $5,814,547.00 5i Contingco<y S 291,727,00 Engineering, Adainistration, Sales Tax, Bond Counsel, printinq, Interim Finand ng, Lind Acquisition S1,512,154.00 TOTAL.. .. .._. 57,63R,428.00 iM�ER ITEMS I. 1?" Ductile Iron Water Main 9,797 Lineal feet 0 $19.?SILF E 188.502.00 P. IT uctile Iron Water Main 1,8?7 Lineal Feet 0 518,001LF $ 32.886.00 3. 12" Gate Valve I? Each 0 $2,200,00114. $ 37,400.00 4. 40" Gate Valve 17 Each 0 S2,000.001Ea. $ 34,Ono.P 5, Fire Hydrant Assembly Type A 7 Each p $1,800.DD?Ea. S 12,600,00 6, fire Hydrant Actimnbly lype 8 22 Each 8 S?000.00l1a. S 50,60n.no 7, 1"itting& 30,SOO pounds 0 $1.501th. S 3n,750,0,1 S. 2" Slav off Asseimbly I Each 4 $400 M/Fs. S 40.00 91, Aiin7t V',lva V±kxlt ?1 Each o $80.00/1a. $ 1.680.00 In. Adjust Valve Box 17 Each 0 $100.00Ifa. S 1.700.00 ll. Miscellaneous Suhtotal E 397,128.00 SS Contingency S 19,856.00 Engineeii,.q, Administration, Sales tax, Bond Counsel, printing, Interim financing, land Acquisition S 120,804.00 TOTAL ......�..____.,....,.... _...,._�_ ..._... ---.E 537,788.00 SANITARY SEwtR i1tMS i. 8" Diameter Sat);Wry Sewer 4,900 Lineal Feet P $60.00/I1' $ 294,000.00 2. 8" Side Sewer 972 Lineal Feet 0 $60.00/LV $ 511,320.On 3. Sewer Manhole 48' Diameter 27 Each 0 S1,300.001ta. S 3S,1D0.00 Extra Depth Manhol., 170 Vertical Feet @ $In0.00/VF b 1'.r10.00 S. 12" Diameter Sanitary Sewer 2.350 Lineal Feet @ $68.00/LF b 1119,800.00 6. 12" Ductile Iron Pipe 4D0 Lineal Feet 0 577.00/if $ 30,800.00 7. Miscellaneous b 8,100.00 Subtotal $ 603,120.00 5% Contingency $ 30,156.00 Engtrietering, Administration, Sales tax, Aped Counsel, Printinq, Interim Financing, Land Acquisition $ 182,900.00 TOTAL ..._ $ — 816,176.00 • November 2, 1979 LID 314 PRELIMINARY COST ttiT1MAII STREET IIFpS 1. Moolli�etion Lump Sum $ 100.000,00 P. Clearing A Grubbing 13.2 Acres ! $4,000,00/Ac, $ 52.800.00 3. Common Fxcavation 34,W Cubic Yards 0 S7,65/CY $ 273,910.00 4. Embankment 162,378 Cubic Yards P S7.75/CY $1,25R,430.00 5, Unsuitable Excavation 10.0m Cubic Yards 0 E8,00/CY $ 80,000.00 6. Proof Rolling 48 tours to 550.00/Hr, S 00 7. Rank,un Gravel Cla,s R 12,000 Tons 0 S7,00/Ton S 84,no0.0o :�. Asphalt Concrete Pavement 89,300 Square Yards @ S10.51/CY S 938,S43.00 9. Ni�.relLrneoas Asphalt Treatrd tsasr. 10,000 rolls 0 520,00/ton S 200,00U,OU 10. Coment Concrete Curb S Gutter 34,700 Lineal Feet D S5.90/LF S 204,730.00 11. Cement Concrete Drivevay 800 Square Yards 0 S18,00/SY $ 14,400.00 12. Cement Concrete Sidewalk 4.167 Lineal Feet 0 S15.25/0 S 63,547 13. Traffic Control Signs Lump Sum S 10,000.00 14. Wheelchair Ramps 31 rach @ W0.00/fa. $ 4,0.40.00 15. Lane Markings Llwp Sum 5 11,000,00 16. Signal Conduit (future) 920 Lineal feet @ $4.50/L.1 S 4,140.00 17. Junction Box 18 tach 0 S15n.00/la. 5 2,In' r� 18. 1'" niameter Drain Pipe 3,213 Lincil fret @ S1b.00fiF S 41',19..1k) 19, 15" Diameter nrain Pipe 938 lineal Feet @ $18.00/0 b Ib,ri;#4,On 20. 19" Diameter Drain Pipe 2,075 Lineal Feet P S27.00it.F S 56,024.Do Zl. ..� 0 ,omater rani Pipa 2,415 Lineal Feet 0 $61.00/if S 147.315.00 22. 30" Diameter Drain Pipe 2,6a0 tinedl Feet @ $64,00/If $ 171,520.00 73, 36" Diaawter Drain Pipe 1,600 lineal Feet 0 $73.00ftr S 116,800.00 24. 42' Diameter Drain Pipe 3,150 Lineal Feet R $84.00/LF $ 264,600,00 25. 48" Diameter Drain Pipe 2,130 Lineal Feet P $97,00/LF S 206,610.00 26. 60" Diameter Drain Pipe 1,550 Lineal Feet P S121.DO/LF $ 187,550.00 27. 72" Diameter Drain Pipe 240 Lineal Feet 0 $158.00/IF S 37,440.On 28. Catch Basins Tvpe 1 190 Fach P S700.00/Ea. 5 133,000.00 2o, Catch Basins Type 11 48 Each a $1,300.00/Ea• S 62,400.00 30. Manhole 49" Diameter 10 Each P $1,400.00/Ea. S 14,WO.O0 31, Manhole 64" Diameter 18 Each P $2,300.00/Fa, $ 41,400.00 32. Manhole 72" Diameter 9 Each n z3,400.00'Fa. $ 30,600,00 33. Manhole 96" oiamator 11 Each P S4,000.00/Ea. S 44,000,00 34, Storm Drain Facilities Fast of Highway 167, P9 Crossing at Fast Valley Road and P1 Crossing at Springbrook Creek Lapp San $ 376.150.00 3S. Illumination 6 Signalization Lump Sum S 5';.378.00 Subtotal $5.934,547.00 5t Contingency S 291,727 00 Engineering, Administration, Sales lax, Bond Counsel, Printing, Intertm Financing, land Acquisition S1,512,154.00 TOTAL S7.61S,429.00 WATER ITEMS 1. 12" Ductile Iron Water Main 9,797 Lineal Feet 0 S19.25/1-F S 1&9.592.00 2. 10" Ductile Iron Water Main 1,827 Lineal Feet @ $18.00/LF S 32,886.00 3. 12" Gate `f+lve 17 Each @ S2,200.0G/Ea. $ 37,400.00 4. 40" Gate Valve 17 Each 0 S2,000.00/Fa. $ 34,ODO.D0 5. 1ire Hydrant Assee,hly lype A 7 Each 9 S1,800.:rO/Fa. S 12,600.00 6, Fire Hydrant Assembly Type B ?2 Each @ S2,3GO.00/Ea. $ 60,600.00 1. Fittings 30,500 founds @ S1.50{Lb• S 30,750.00 B. ?" Blow Off Assembly 1 Each @ $400.00/Ea• S 4DO.00 9. .;+;urt Valve Vault ?I Each 0 $80.00/Ea. $ 1,680.00 10. Adjust Valve Box 17 Each @ $100.00/Ea. S 11700.00 11. Miscellaneous $ 6,520.00 Subtotal $ 397,128.00 5% Contingency $ 19.856.00 Engineering, Administration, Sales Tax, Bond Counsel, Printing, Interim Financing, Land Acquisition $ 120,804.00 TKAL E 537,788.00 SANITARY SEWER ITEMS I. B" Diameter Sanitary Sewer 4,900 Lineal Feet @ $60.00/LP $ 294,000.00 2, 8" Side Sewer 972 Lineal feet @ $60.00/I.F S 58,320.00 3. Sewer Manhole 48" Diameter 27 Each R $1,300.00/Ea. $ 35,100.00 4. Extra Depth Manhole 170 Vertical Feet @ $100.00/VF § 17,000.00 5. 12" Diameter Sanitary Sewer 2,350 Lineal Feet @ $68.00/1.1` $ 159,800.00 6, 12" Ductile Iron Pipe 400 Lineal Feet 0 S77.00/1F $ 30,800.QU 7. Miscoltaneous $ 8,100.00 Subtotal § 603,120,00 51 Contingency $ 30,I56.00 Engineering, Administration, Sales Tax, Bond Counsel, Printing. Interim Financing, Land Acquisition § 182,900.00 TOTAL� ���..._ ..,�_....,....._....�_. — $f 816,376.00 .LID 314 November 2, 1979 PRELIMINARY COST tSTiMATL STREET ITEMS I. Mobilization Lump Sum $ 100.000.00 2. Clearing A Grubbing 13.2 Acres a $4,000.00/Ac. $ 52,800.0(1 3, Camnon E%Cavarion 34,893 Cubic Yards R $7,85/CY $ 273,910.00 4. Embankment 162.378 Cubic Yards 0 t7,75/CY 51,25R,430.D11 S. Unsuitable i:acavation 10,000 Cubic var& 0 SR,00/CY $ 80,009.00 Proof Rollins 48 Hour,,, 0 Sy.o V, Nr, S 2,400,00 7. Rankrun Gravel Class N 12,000 Tonc 0 $7,00/Ton S 84,000.00 f. Asphalt Concrete Pavunrnt 89,300 Square Yards R $10.51/SY $ 938,543,00 �, t!iu.cllan«ous Asphalt Trea.. I RN SP 10,000 Tons w $20.00/Ton >• 200,000.00 W. Cement Concrete Curb A Gutter 34,700 lineal Feet 0 $5,90/LF $ 204,730.00 11, Cement Concrete Driveway ROO Square Yards P Slg.00/SY S 14,400.00 Cement Concrete Sidewalk 4.167 Lineal feet A $15,25/LF 13. TrafficS 63.547,00 Control Signs LwV Sum 14. Wheelchair Ramp, S 10,OD0,Oo 34 Each P $120,00/Ea. l5. Lane Markings $ 4.080.00 Lump Sum 16' Signal Conduit (future) S 12,000.00 920 Lineal Feet 4 $4.S0/lF 17, Junction S 4.140.00 Rn< 18 Fach P S150.00/Ea, lA, 12" S 2,700.00 Diameter pre{n pipe 3.213 Lineal Feet P SIS.gI7lf 19. IS" Diameter S c`,Iva.00 p{tom 938 I.{n(,af Fect P S18.00/LF 20, 1R^ Diameter Drain pipe $ 16,884.00 2.075 Line-,if Feet A 527.00/lF :L �• :'WlretorCr,in fi . . S 56,025.00 2,415 Lineal Felt A E61,00/LF ?2. 30" Diameter Drain Pipe $ 147.315.Do 2.680 Lineal Feet A $64,00/IF 23, 36" Diameter Drain Pipe $ 171.520.Do 1.600 Lineal Feet 0 $73,00/lF 116,Ron.Do 24, 42" Diameter Orein Piet 3,150 Lineal Feet P S01.001LI $ 264,600.00 f5. 48" Diameter Drain Pipe 2,130 Lineal Feet P S97.00/LF S 206,610.00 26, f'" Diameter Drain Pipe 1,5$0 Lineal Feet 5121.DD/IF S If17,5SD.D0 M 72" Diameter Drain Pipe 240 Lineal Feet P $156.DDIIF t 37,44p.60 2B, catch Basins type 1 190 Each 0 S'00,001ia. S 133,On0.00 M, (Ach B40nti Typn It 48 Each & 51,300.ttn%ta, S 67,400.00 30. Manhole 48" Diameter 10 Each 0 S1,400,M/Fa. $ 14,O00.00 31. Manhole 54" Diarcater lfl Each D $2,100.00/la, S 41,400.01) 32. Manhole 72" Diameter 9 Each p 33,4D0,DD/Ea. $ 30,600.00 af. Manhole W, D1at*tel 11 Each P S4,0ii0,00/l.a, S 44,000.D0 14. Storm brain Eacilittct Ea.:t of 111ghw4y 167, P9 Crossinit at Fast valley Road and PI Crossing at. Springbrook creel lump Stir $ 316,150.DD 35. Illumination h Signalization Lump Sum $ 574,378.00 Subtotal $5,834,547.00 5% Contingency S 291.727.00 Engineering, Administrat?on, Sales Tax, Bond Counsel, Printing, Interim Financing, Land Acquisition $1,512,154.00 TOT AI S7,638,428.00 NATEB _I1FM5 1. 12" Ductile Iron Water Main 9,797 Lineal Feet @ S19.?SA F S 1A8,592.0U 2• 10" Ductile Iron Water Main 4827 Lineal Feet @ $18,OD/LF S 32,ftA6.00 3, 12" Gate Valve 17 Each 0 S2,200,00/ka. S 4• 40" Gate Valve 37,400,00 17 lath @ $2,000.0U/Ea. S 34,000.00 5. Fire hydrant Assembly TYPe A 7 Each @ S1,800,00/Fa. $ 12,600,00 6. Fire hydrant Assembly Type B 22 Fach O S2,300,0n/Ea, $ 5 7. fittings 0,600,00 30,500 Pounds 0 $1,50/Lb, 30.750,00 A• 7" Blmv Off gssiMnbly 1 Each @ $400,00/Ea. S h• 6dl,.,st 4'alve l',nli 400.00 21 Each 0 $8D.00/Ea. S 10. Adjust Valve Box 1,680.im 17 Each 0 $10O.00/Ea. $ 1J00.00 11. Miscei" 'ous $ 6,520,OA Sibtotal S 397,128.00 5% Contingency $ 19,856.0D Engineering. klministration, Sales Tax, Bond Counsel, Printing, Interim Financing, Land Acquisition $ 170,804.00 TOTAL ----���_ $ 537,788.00 SANITARY SEWER ITEMS 1. 8" Diameter Sanitary Sewer 4.900 Lineal Feet to $60.00/LF $ 294,000.00 2. 8" Side Sewer 972 Lineal Feet @ $60.00/LF $ 58.320.00 3. Sewer Manhole 48" Diameter 27 Lach 0 $1,300.00/1*a• b 35,100.00 4, Fxtra Depth Manhole 170 Vertical Feet R $100.00/VF $ 17,000.00 5, 12" Diameter Sanitary Sewer 2,350 Lineal Feet p $68.00/I.f $ I59,800.00 6. 17" Ductile Iron Pipe 400 Lineal feet. 0 $71.00/0 $ 30,800.00 7. Miscellaneous ; 8,100.00 Subtotal $ 603,120.00 5% Contingency $ 30,156.00 Engineering, Administration, Sales Tax, Rnnd Cnunsel. Printing, Interim financing, Land Acquisition $ 182,900.00 TOTAL $ 816,176.00 Morenber 2,LID 314 1979 PkELINIWY COST FSTIMA3L ST EET ITEMS 1. Mohiliaation Lump Sum S 100,000,0'i 2. Clearing 8 Grubbing 13.2 Acres 4 $4.000.D0/Ac. $ 52,800.00 't• Cam Excavation 34.893 Cuhi, Yards o $1,SS/CY 4. Cmhankment 162.37,9 cubic Yard, n $1,258,430,01 5. (.�n;uitahk' Excavation 10,000 Cubic Yards 0 $8,p0/rY G. i`roof gollinu 48 Hours P SSp,Dp/Hr, 3 2,4g0,or. T. Brnkrun Gravel Class 8 12,00p Tens O S7.00/Ton S A;,natt o,: l• Asphalt Concrete Pavement 89,300 ."'+care Yards O S10.S1/5Y S 938.543.00 p, 'llnu,.ou Asp +.,t Tr q. ' ea.,d Base 10,000 Ions 0 $20.UJ/Lon S 1U0,(190.Da 10 r"'t Concrete Curb d Cutter 34,200 Lineal Feet 9 $5,90/IF S 2o4,»D.txt !1, Cer,.nt Concrete Driveway 800 Square Yards 0 $18,00/SY S 14.400.0 1?. Cement Concrete Sidewalk 4.167 lineal Feet @ S15.2541 S 63.547.00 13. Traffic Control Signs Luap Sum S 10,000.D;1 14. Wheelchair Ramp% 34 Each @ $I2n,DU!la• S 4,080.0o IS. lane Markings Lump Sane S 32,Ow.no V. Signal Conduit (future) 920 Lineal Ieet 9 $4.$u/lF S 4.140.00 1/. auncIInn @'x In Fath 0 $Ihn.mad. $ 2,700.00 19, 1?" Diameter Drain pipe 3,713 Lineal Feet @ Si5.n0/ii S 49,195.n0 h. l," niamrtor Drain Fipr 93? Lineal Feet @ S19,0010 $ 16,Rtt4.ih7 ?0. 10" Diameter Drain pipe 2,015 Lineal Feet a 'al.n0/LF S 5G,025.0n €'F 01 liti tlr Rain 1'ip,. 2.415 Lineal Feet @ Sb1.00lLF $ tM17,315,00 U. 30' Diameter Drain Pipr 2.680 Lineal Feet @ 564.O01LF 3 17t,52n.09 23. 36" Diameter Drain pipe 1.6D0 Lineal Feet P S73 MD it �kl'OSl'9[t Y �S dmnl laadU bopdg6U}ddS ip 6uyssad0 id pup peon RaIIeA isp3 It 6uisswd 6d C9I Aer46jH jo isel 5a4jF,jJel ujpd0 uuelS £ 00'00n`bb $ "p3100'IjgO'ef d vae'+ tT dalam•}t! .,ury aloyur4l '�r OU'009'OE "�1/00'OOb'€< d 4oe3 6 '40-4 Ill ,�Z[ 4l04uaW 'Zt U0'00'I0 $ 'ei/00'006'4$ 0 4api 81 dolaaipj0 -VS &INULW 'It 00'obo'bj S 'ali0b't;ib'T$ d ON OT da4:=We40 At alu4u"W -OE 00'00b'Z9 $ 'pltUO'OUS`t$ d 4�p3 8b !1 adA'1 sujsp0 433tl '61 I audl sulsve 4alpU '8Z 00'Obb`[i $ 11l00'9SIS d aooi 1paujl ObZ adjd u6pia dalawel0 ,d[ '[Z D0'059'[8i $ i J00'TZtS 0 laa i 1peull 09S't Udtd ulpd0 da3awej0 .09 '9Z U0'0t9'907, $ il/00'16 S d laa 1 lcaujl 0ti'Z adld uled0 dalauejU ,.et 'SZ 00'009'097 $ I1,J0'bb$ a 7aaj 1paujl OS1't odjd ulpi0 dala*mo „Zb 'r1. 3S. Illumination 6 Sinnalization Lump Stay 574,378.DD Subtotal 5' contingency $5.834.547.00 engineering. AAministretion, Sales Tax, $ 2g1,727.00 Bond counsel, printing, Interim Financing, Land Acquisition $1,512,154.00 TOTAL $7,638.428.o0 WATFR ITEMS 1. 12" Ductile iron Water Main 9,797 lineal Feet to $19.25/lF S 188.592.00 2. 10" Ductile Iron Water Main 1,827 lineal Feet P Sia.Oil/a S 32.886M 3. 12" Gate Valve 17 Each 8 $2,'00.OWEa. $ 37.40D.D0 4. 40" Gate Valve 17 lath D S2,000.00/Ea. $ 341000.Of) 5. Fire Hydrant Assembly Type A 7 Each 0 $1.800.60/0. $ 1?,600.nn 6. Fire Hydrant Atsenibly Type 8 22 Each � 52,300.0n/lo, $ 50,600.00 7. Fittings 30.5DO pounds 0 S1.50/ib. $ 30,nn.00 8, 2" Blow Off Assembly 1 Each A $400,00/Ea• $ 400.00 e. Adjust Vaive Vault 21 Each P $80,00/Ea, $ 1,680.00 TO. Ad3ust Valve Box 17 Each R $100.00/Fa. Y 1,700.00 11. Miscellaneous b 6,520.00 Subtotal b 197.128.00 5% Contingency b 56.00 Engineering, Administration, Sales Tax, Bond Counsel, Printing, Interim Financing, Land Acquisition b 120.804.00 TOTAL $ `531,788.00 tAN1TARy SE61ER ITEMS 1. A" Diameter Sanitary Sewer 4.900 Lineal Feet P $60.00/LF 2. S 294,000.OD 8" Side Sewer c%2 Lineal Feet 0 $60.00/LF 3• Sewer Manhole 48" Diameter $ 58.320.00 27 Each @ $1,300.00/Ea. 4. Extra Depth Manhole $ 35,100.00 170 Vertical Feet R $100.00/VP 8 17,00D,00 S. 12" Diameter Sanitary Sewer 2,3SO Lineal Feet ( S68.00/Lf- ], S 1 3.800.00 6• '" i;uctile Iron Pipe 400 Lineal Feet P S77,00/1F 7• S 30,1100.00 Miscellaneous $ 8.100.00 Subtotal " Contingency $ 603,i2" .00 Engineering. Administration, Sales Tax, S 30,156.00 Bond rounsei, Printin„ to teriw Financing, Land Acquisition TOTAL a 816.176,00 • • November 2 LID 314 , 1979 PRELIMINARY COST LSTINAT1 STREC T ITM 1• Mobiliratfon Lur P Sum 2• Clearing & Grubbing $ 100,000•Q0 13.2 Acres 9 $4,000-OO/Ac. 3. Comm 5 00 on Escavattnn 34.893 Cubic Yaras P $7.85/CY 4• cmbankpent S 273,910.Ot 162,378 Cubic Yards 0 S7.15;CY 31,258,43U.00 5• Unsuitable t...cavatfon 10,000 cubic Yawls 0 S8.0, S 80.Om. n 6. Proof Rnllinn U 48 Hours A S50,00/Nr, eankrun Gravel Class 8 400.0. 12,OM1 Tons P SI.00/Ion 0• Asphalt Cnncrrte PavenN.nt . 89,300 Square Yards P SIO.SI/SY $ 938,543.00 • "r=..;=`I laneWvrs 95Pb]lt Treated R.,to IO,OUO Ion; W S20.t1O/ion 10. S 2110,DCN1,Uu Cerrnt Concrete Curb 6 Gutter 34,700 lineal Feet P S5.90/LF Il. S 204,13ti.U;1 Cement Concrete 0r•icrxay 800 Square Yards P 518,00/SY S 14,40J,00 1'. f.wvent Concrete Sidewalk 4.167 Lineal feet @ S15.25/LF S 63,547.D0 13. Traffic Control Signs lump Sum $ 10,000.00 14, Wheelchair RAMPS 34 Each 0 $120.00/Ea. $ 4,080.00 1S. Lane Markings Lune Sum $ mow no 1�. Signal Conduit (future) 920 lineal Feet @ $4.5011F j 4,140,01) 1:. Junction But 18 Each n $150.06/Ea. S 2,700.00 18. 1," Diameter Drain Pipe J,213 lineal rpet @ S15.0010. $ 53,195.00 10. 15" Diameter Drain Pipe 93A Lineal Feet @ $ID.00/ti § 16,084.0" 20. 19" Diameter Drain Pipe 2,015 Lineal Feet A Srri.00/lF S 55,n25.DU 24" Diameter «rain ipu 2,415 Lineal Feet @ $61.00/LF $ 141,315.0:' 22. 30" Diameter Drain Pipe 2,680 Lineal feet @ $64.00/LF S 171,520.00 23. 36" Diameter Drain Pipe 1,600 Lineal Feet P S13.00/LF $ 116,800.00 ?�. 47" Diameter Drain Pipe 3,150 Lineal Feet @ $84,00/1-F S 264,600,00 25. 48" Diameter Drain Pipe 2,130 lineal Feet @ $97,00,LF $ 206,610,00 26. 6D" Diameter Drain Pipe 1,550 Lineal feet D $121,DO/LF E 187.550.00 ?7. 72" Diameter Drain Pipe 240 Linral Feet @ S156.00/LF F 37,440.00 28. Catch Basins Type I I" rarh @ Elnn.00/F.1. S 133.000,DO N. Catch Basins Type 11 48 Each 0 S1,300.DO/Ea, S 67,400,00 30, Manhole 48" Diameter 10 Each 8 $1,400.00/10. $ 14.000,00 31. Manhole 54" Diameter 18 Each D $2,3n0,D0/ia' $ 41,400.00 32. Manhole 7?" Diameter 9 Each p $.3,400,00/Fa. S 30,600.00 01. Manhole 90" Oiameter 11 Each @ $4,DDO.00/Ea. E 44,000.00 34. Sturm Drain Facilities Fast of Highway 167, P9 Crossing at East Valley Road and PI Crossing at Springbrook Creek Lump Sum $ 376.150.00 35. Illumination A Signaliaation Lump Sur, $ 574,178.00 Subtotal $5,834,547.00 SY Contingency $ 291,727.00 Engineering, Administratio,, Sale, Tax, Bond Counsel, Printing, Interim Financing, Land Acquisition $1.512,154.00 TOTAL — —_— $7,638,428.00 00 oot'I s 'e3/00.00I$ 0 43e3 it X09 aAleA lsn£Ny -01 00'UE;q`i $ 'e3/00'QOS 0 43e3 IZ 4PIVA aAV'A lsnl'NM •6 00'000 $ 'e3/00'U04f 0 40e3 1 ALgivassv 330 Moto .,Z '0 UO'05L`q£ 4 '4l/0q'IS e) %Puna a 005'0£ s6um!3 J 00,009`01 $ 'el/00'OUf`4S tl We3 ZZ g adkj 4tgwessU lusupFO a.at! '9 OO'009'ZI S 'P3/GO'OUO`if W 4�e3 L y 0041 �lgwassy ;ued pdW au}3 _5 00'000'VE S •e3/00'000'ZS 0 43e 3 it aAteA a;eg „00 •6 UO'OO6't£ $ 'e3/00'00Z'Z$ U 43e3 tt aeleA aleg „ZI '£ UO'908'Z£ S 31/00'01$ U ;aa,{ lean , ll LZO i uleW 101PA u0JI alll3n0 ,,Ol 'Z 00'Z6S'801 $ .I1AV US 0 laa 3 luau}1 L6L'6 uleW ua;eq uout atll3n0 SW31i >i31VM 11. Miscellaneous $ 6,520.00 Sut, <1 $ 397,128.00 5% Contingency $ 19,856.00 Engineering, Administration, Sal" Tax, Bond Counsel, Printing, Interim rinanciry, Land Acquisition $ 120,804.00 SA9ITARY SEkER ITEMS 1. 8" Diameter Sanitary Sewer 4.900 Lineal Feet @ $60.00/LF $ 294,000.00 2 8^ Side Sewer 972 Lineal Feet 0 S60.00/LF $ 58,3�0,00 3• Sewer Manhole 48" Diameter 27 Each 0 $1,300.00/ra. $ 35.100.00 4. Extrd Depth Manhole 110 Vertical Feet n SI00.00/Vf $ 17,000.00 `•. 12" Diameter Sanitary Sewer 2.350 Lineal Feet P $68.00/LF $ 159,800,00 6, i Ductile Iron Pipe 400 Lineal Fret f 30,800.n0 1. Miscellaneou, S 8.100.00 Subtotal St Contingency $ 603,120.00 Engineering, Administration, Sales Tax, $ 30.156,00 Bond Counsel, Print.in9, !nterim Financing, Land Acquisition $ 182,90o.00 TOTAL $ 816,176.00 . • • Movaiaber 2, Il79 LID 314 PRELIMINARY COST ESTIMATE STREET ITWS ]. Mobilisation Lump Sum S 100.00o.00 2. Cledring 6 Grubbing 13.2 Acres 9 $4,000.00/Ac. S 42,A00.00 3. Common Excavation 34,893 Cubic Yards 0 S7.85/C1' E 273,910.00 <. Embankment. 162,378 Cubic YdrJx !+ S?.75/cv 51,258,430.00 S. Unsuitable Excavation 10,000 Cubic Yard% R SA.00/CY E 8O,iNN1.tN1 G. Proof Rollinq 48 Hour% D S50.(0/Hr. �. Ndnk),up Gravel class R 12,000 Tons P S/.OU. ton E 84,000,00 Asphalt Coucreto Pavenent 89,300 Square Yards P E30.51/Sv S 93$,543.0;1 "i,rA`laneou; Asphalt Treatnd Piss 10,000 Tons @ $20,00/Ton S 200,000.0ti 1Q. Lement Concrete Curb S Gutter 34,700 Lineal Feet P S5,90/LF E 204,730.00 Il. Cemrnt Concrete Driveway 800 Square Yard% D S18.00/SY E 14,400.00 12. Cement Concrete Sidewalk 4,167 Lineal Feet @ $15.25/LF $ 63,547.00 13. Traffic Control Signs Lump Sum $ 10,000.00 14, Wheelchair Ramps 34 Each @ S120.00/Fa_ $ 4,08p.00 15. Lane Markings Lump Sum E 12,000.00 16. Signal Conduit (future) 920 Lineal Feet @ $4.50/LF E 4,140.00 17. Junction Sox 1R Each @ $150.00/Fa. E 2,700.00 18. 12" Diameter Drain Pipe 3,713 Lineal Feet @ SMOKE b 48,195.00 19. 15" Diameter Drain Pipe 938 Lineal Feet @ S18.00/LF b 16,884.00 20. 18" Diameter Drain Pipe 2,075 Lineal feet A 527,00/LF S 56,n25.00 2i• 24 Uiameter Drain Pipe 2,415 Lineal Feet @ S61.00/LF $ 147,315.00 22. 30" Diameter Drain Pipe 2,680 Lineal Fcet @ E63,00/I.F E 171,5210.00 73. 36" Diameter Drain Pipe 1,600 Lineal Feet @ E73.00/1.1' S ]]6,8t1p,0p 24. 421, Diameter Drain Pipe 3,150 lineal Feet V $84.00/LF 25. 481, Diameter $ 264,600.00 Drain Pipe 2,130 Lineal Feet R $97.00/LF 26. 60" Diameter Train Pipe $ 206,610.00 1,550 lineal Feet 0 $121,00/EF 27. 72° Diameter Drain Pipe $ tR7,550.Do 240 Lineal Feet 0 $156.0c/tL 28• Catch Basins Type 1 $ 37.440,00 190 Each D WD,00/Ea. 29. Catch Basins Type It $ 133,000.00 48 Each R $1,300.D0/Ea. 3C. Manhole 48^ Diameter $ 62,4D0.00 10 Each 0 S1,400.00/Ea, 3j• Manhole 54" Djaineter $ 14,000.00 18 Each (+ $2,300,00/Fa. 32. Manhole 72" Diameter $ 41,40J.D0 9 Each 0 $3,400,00/Ea. ':. "d.mhole 96" L�am). eter $ 30,600.00 11 Each F $4,000,00/Ea, 34. Storm Drain Facilities East of Highway 167, $ 44,000.00 9 at Fast Valley Ruatl and PI Crossing at Springhrook Creek Lump Smn $ 376,150.DD 35. Illumination R Signalization Lump Sun, $ 574,378.00 Subtotal --�- 5% Contingency $5,834,547.00 Engineering, E 291,727.00 Administration, Sales Tax, Bond Counsel, Printing, Interim Financing, Land Acquisition _ $1.512,154,00 -- _ TOTAL -------'-- ----- $7.638,428.00 WATER ITEMS 1. 17" Ductile Iron Water Main 9,797 lineal Feet @ $19.?5/LF S 1B8.Sv?.00 2. 10" Ductile Iron Water Main 1,827 Lineal Feet @ S1B.00/1.r S 32,886.00 3. 12" Gate Valve 17 Each @ $2,200.00/Ea, $ 37,400.00 4. 40" Gate Valve 17 Each @ $2,000.00/Ea. $ 34,000.00 S. Fire Hydrant Assmbly Type A 7 Each @ S1,D00.00/Fa. S 12,600.00 6. Fire Hydrant Assembly Type B 22 Each @ S?,300.00/Ea. S 50,600.00 7, Fittings 30,500 Pounds @ 31.5o/Lb. 5 30,750.00 S. 2" Blow Off Assembly 1 Each @ 5400.00/Ea. S 400.00 9. Adjust Valve Vault 21 Each 0 $BU.GU/La. D 1..d0.00 10. Adjust Valve Box 17 Each 0 3100.00/Ea. S 1,70.00 11. Miscellaneous $ 615?0.00 Subtotal S 397,128,00 5% Contingency 5 19,856.00 Engineering, Admiristration, Sales Tax, Bond Counsel, Printing, Interim Financing, Land Acquisition $ 120,804,00 TOTAL $ 537,788.00 SANII:ARY SEk'ER ITFMS I. A" Diameter Sanitary Sewer 4,900 lineal F^et P 60.0011-F S 294,000.0,0 2. B" Side Sewer 972 Lineal Feet 0 $60.00/LF $ 58,320.00 3. Sewer Manhole ar' Diamleter 27 Each a SI,300.00/Fa. S 35,7L0.00 4. Extra Depth pinhole 170 Vert pal Feet H $100.00JVi S I?,ODq.OD 5. 17" Diameter Sanitary Sewer 2,150 Lineal Fewt 0 $6Si,GJ/Li S lsmo0.00 6. 12" Ductile Iron Pipe 400 Lineal reet o SII mfit S 1D,i1DD.DE) 7 Miscellaneous S 8,100,00 Subtotal S 601,170.D0 5% Contingency S 30,156.00 Enginrerinl, Administration, Siles tax, Bond Countei, Printing, Interim Financlug, Land Acquk ition $ 1d2,9111).00 TOTAL __�..,._...��...�...,�..,..�.__._._._,._�.__�..e_ $ 818,176,00 LID 314 PRELIMINARY COST 1511MAIL STRLET ITEMS 1. Mobilization Lump Sum $ 100.000.00 2. Clearing d Grubbing 13.2 Acres q $4,000,00/Ac, S 5?,800,00 3. Camnon Excavation 34,893 Cubic Yards 0 $7,85/CY S 273,910.00 4. Embankment 152,378 Cubic Yards 0 $7.75/CY $1,258,430.00 5. Unsuitable Excavation 10,000 Cubic Yartk 0 $8.00/CY S HO,Onn,U,t b. Proof Rolling 48 Hours N S 00111r, $ 2,4On,0n Pmukrun Gravel Class 8 12.000 Tons 8 S7,00/Ton S 84,O0t1.00 8, Asphalt Concrete Pavement 89,100 Square Yards 0 $10,51/sY $ 9 W,543.QO 9. W,collaneous A,ohelt TrPatPd Saxe i n,OOO Tons 0 $20.001on S 200,OUomo 10. Cement Concrete Curb 9 Gutter 34,700 Lineal feet 0 $53OAF $ 204,730,00 ll. Cement Concrete Driveway 801 Square Yards P SI8.00/SY $ 14,400,00 • 12. Cement Concretr Sidew<.lk 4.167 Lineal Feet ,e S15.25/LF S f3,547.00 l3. .raffic Control Signs Lung Sum $ 10,000.00 14, Wheel, air Ramps 34 Each p S120.00/Ea. $ 4.080.00 Jr. Lane Markings Lump Sum 5 12.00o.00 .6. Signdl Conduit (future) 920 Lineal Feet 9 $4.50/LF S 4.140,00 17, )unction Box 18 Each P $150.00/Ed. $ 2,700.00 18, 12" Diameter Drain Pipe 3,213 Lineal Feet p $15.00/LF $ 48,195.00 19. 15" Diameter Drain Pipe 938 Lineal Feet p $18.00/11- $ 16,884.00 20• 18" Diameter Drain Pipe 2 075 Lineal in: p $27.DO1tF 5 55.025.00 �1• Didmeter C"Oin Vile 2.415 Lineal Feet p $61.0%/LF $ 147,315,00 27• 30" Diameter Drain Pipe 2,680 Lineal Feet 0 S64.00/1-1 $ 171,520.00 23. 36" Diameter Drain Pipe 1.600 Lineal Fee; 0 $73.DO/LF $ 116,B00.00 24. 42" Diameter Drain Pipe 3,150 Lineal Feet @ $84,00/11 $ 264,600.00 25. 48" Diameter Drain Pipe 2,130 Lineal feet @ $97.00/1-F $ 206,610.00 26. 60" Diameter Drain Pipe 1,550 Lineal Feet @ S121.00/LF $ 187,550.00 27. 72" Diameter Drain Pipe 240 Lineal Feet @ $156.00/LF S 37,440.00 28. Catch Basins Type I 190 Each @ $700.00/Ea. $ 133,000.00 29. Catch Basins Type 11 48 Each @ $1,300.00,,Ea. 62,400A0 30. Manhole 48" Diameter 10 Each @ $1,400.00/Ea. s 14,000.00 31. Manhole 54" Diameter 18 Each @ $2,300.00/Ea. $ 41.400.00 32. Manhole 72" Diameter 9 Each @ $3,400.00/Ea. S 30,60h.00 33. Mant.ole 96' Diameter it Each @ $4,000.00/Ea, S 44,000,00 34. Storm Drain Faciliti,e,. East of Highway 167, P9 Crossing at East Palley Road and PI Crossing at Springhrook Creek lump Sum $ 376,150.00 35. Illumination & Signalization Lump Sum S 574,378.00 Subtotal $5,834,547.00 5% Contingency $ 291,727 00 Engineering, Administration, Sales Tax, Bond Counsel, Printing, Interim Financing, Land Acquisition $1,512.154.00 TOTAL ��� _— S7,638,428.00 WATER ITEMS 1. 12" Ductile Iron Water Main 9,797 Lineal Feet @ $19.25/LF $ I88.592,00 2. 10" Ductile Iron Water Main 1,827 Lineal Feet @ S18.00/LF $ 32,886.00 3. 12" Gate Valve 17 Each @ $2,200.00/Ea. $ 37,400.00 4. 40" Gate valve 17 Lach 0 S2,DOO.00/Ea. $ 34.000.00 S. Fire Hydrant Asscvnbiy Type A 7 Each P S1,800.00/Ea. $ 12,600.00 6. Fire Hydrant Assenbly Type 8 22 Each n $2,360.00/Ea. $ 50,600.00 1. Fittings 30,500 pounds @ $1.$O/Lb, S 30,750,00 8. 2" blow Off Assembly I Each n $400.00/Ea, $ 400.00 21 Each 0 SBO.O()/Ea, $ 1,880.00 10. Adjust Valve Box 17 Each (" S100,Ou"Fa. $ 1,700.00 11. Miscellaneous fi 6.520,00 Subtotal 5 397,128.00 51 Contingency S 19,856.00 Engineering, Administration, Sales Tax, Bond Counsel, Printing, Interim Financing, land Atquisition $ 120,804.00 TOTAL E 537,788.00 SANITARY SEWER ITEMS 1. 8" Diameter Sanitary Sewer 4.900 Lineal Feet @ $60.00/LF E 294,000.00 2• 8" Side Sewer 972 Lineal Feet @ $60.00/LF $ 58,320.00 3. Sewer Manhole 48' Diameter 27 Each @ $1,300.00/Ea. $ 35,104.00 4. Extra Depth Manhole 110 Vertical Feet @ S100.00;y, E 17,OD0.00 S. 12" Didineter Sanitary Sewer 2,350 Lineal Feet 0 $68,0p/il $ 159,800.00 Ductile Iron Pipe 400 lineal F>et 0 $77,0011.E E 30,800.00 '. Miscellaneous $ 8,100.00 SubtOtdl 5% Contingency E 603,120,00 Engineering, P,inist*ation, S,?a; 1-„ $ 30,155.00 Rnnd f^�insel. Printing. Int-,r.,., financing, Land ikquisition TOTAL -- Y� f 816,176.00 ENDING OF FILE FILE TITLE �ro LT D # 3i4 Es i K kQ.,Oy uWy . ?vr,&'V,Yv% ; AAr %j COSA- F ,54+ root A4k�