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clrY crrY <br /> Fu ~ ~ _ DRIVEWAY/ TOT INTERSECTION <br /> INDEX, ALLEY ~ CURRENT SURFACE LFT ~ SIDEWALK(SFl T0TlSF1 7OT(CFITOT/SpEXC•(CY) SF MHADJ.$ EXC.$ PIPE$ MH$ CB 6"CR 7"PCC$ TOT$rPCCI <br /> (TOTS(PCC)includesCityconcrete) <br /> 1 ~ 09TH AND 11TH FROM WS ALLEY TO ES PATTERSON Asphalt 182 14 170 2548 3822 283 142 49 400,00 2831.11 1400 2500 1200 1981.78 <br /> 6281.00 18593.89 <br /> 2 HILYARDAND PATTERSON FROM NS ALLEY TO 325SOFALLEY(END) Asphalt 325 14 170 4769 7153.5 :530 2fi5 49 400.00 5298.89 1400 2500 1200 <br /> 3709.22 15499.25 30007,36 ' <br /> - 3 13TH AND 14TH FROM WS FERRY TO ES MILL Asphalt 363 14 340 5422 - 6133 602 301 0 800.00 6024.44 2800 5000 2400 4217,11 <br /> 17621.50 38863,06 <br /> 4 13TH AND 14TH FROM WS OAK TO ES ALLEY Asphalt 175 14 170 2620 3930 291 146 D 400.00 2911'.11 1400 2500 1200 2037.78 <br /> 8515.00 18963.69 <br /> 5 14TH AND 15TH FROM 215 W OF FERRY TO ES MILL ~ Asphalt 145 14 170 2200 3300 244 122 D 400.00 -2144,44 1400 2500 1200 1711.11 <br /> 7150.00 16805.56 <br /> 6 14TH AND 15TH FROM WS ALDER TO ES HILYARD Asphalt 484 14 340 7116 10674 791 395 D 800.00 7906.67 2800 5000 2400 5534.67 <br /> 23127.00 47568.33 <br /> 7 ALDER AND HILYARD FROM SS 17TH TO NS 18TH Asphalt 200 14 340 3140 4710 349 174 D 800.00 3488.85 2800 5000 2400 2442.22 <br /> 10205.00 27136.11 <br /> 8 FERRYAND MILLfROMN12511THTON511TH Asphalt 125 14 170 1920 2680 213 107 0 400.00 2133,33 1400 2500 1200 1493.33 6240.W <br /> 15366.67 <br /> 9 HIGH AND PEARL FROM 5515TH TO134 S OF 15TH Asphalt 134 14 170 2046 3069 227 114 0 400.00 2273.33 1400 2500 1200 1591.33 <br /> 6649.50 16014.17 <br /> 70 11TH AND 12TH FROM WS HILYARD TO ES PATTERSON Asphalt 358 14 340 5352 8028 595 297 0 800. W 5946.67 Z8D0 5000 2400 4162.67 <br /> 17394.00 38503.33 <br /> 11 MILL AND HIGH FROM 205 N OF 14TH 7014TH Asphalt 205 14 170 ~ 3040 4560 338 169 0 40000 3377.78 140q 2500 1200 2364.44 <br /> 9880.00 21122.22 ' <br /> 12 PATTERSON AND FERRY FROM 145 N OF NS 11TH TO NS 11TH Asphalt 145 14 170 2200 3300 244 122 0 400.00 2444.44 1400 2500 1200 1711.11 <br /> 715000 ' 16805.56 <br /> 13 PATTERSON AND FERRY FROM SS 16TH TO NS 17TH Gravel 355 14 340 5310 7965 590 295 0 800.00 5900.00 2800 5000 2400 4130.00 <br /> 17257.50 38287.50 <br /> 14 PEARL AND OAK FROM 16TH TO 214 S OF 18TH Asphalt 214 14 170 3166 4749 352 176 0 400.00 3517.78 1400 2500 1200 2462,44 <br /> 10289.60 21769.72 <br /> 15 11TH AND 12TH FROM 231 W OF KINCAID TO ES ALDER Asphalt over Concrete 104 14 170 1626 2439 181 90 0 400.00 1806.67 1400 25CO 1200 1264.67 <br /> 5284.50 13855.83 <br /> 16 14TH AND 15TH FROM WS HILYARD TO ES PATTERSON Gravel 360 14 340 5380 6070 598 299 0 800.00 5977.78 2800 5000 2400 4164.44 <br /> 17485A0 38647.22 <br /> 17 14TH AND 15TH FROM WS KINCAID TO ES ALDER Gravel 355 14 340 5310 7965 590 295 0 800.00 5900.00 2800 5000 2400 4130,00 <br /> 17257.50 38287.50 <br /> 18 14TH AND 15TH FROM WS OF FERRY TO215 W OF FERRY Gravel 215 14 170 3180 4770 353 177 0 400.00 3533.33 1400 2500 12W 2473,33 <br /> 10335.00 21841,67 <br /> 19 15TH AND 16TH FROM WS HILYARD TO ES PATTERSON Gravel 357 14 340 5338 8007 593 297 0 BDO.OD 5931.11 2800 5000 2400 4151.78 <br /> 17348.50 38431.39 <br /> 20 15TH AND 16TH FROM WS PATTERSON TO ES FERRY Gravel 354 -.14 340 5296 7944 588 ~ 294 0 800.00 5884.44 2800 5000 2400 <br /> 4119.11 17212.00 38215.56 <br /> 21 17TH AND 18TH FROM WS ALLEY TO ES PATTERSON Gravel 169 14 170 2634 3951 293 148 98 400.00 2926.87 1400 2500 1200 2048.67 <br /> 8580.50 ~ 19036.83 <br /> 22 FERRYAND MILL FROM 241 N OF 11TH TO125 N OF 11TH Gravel 116 14 170 1794 2691 199 100 D 400.00 1993.33 1400 2500 1200 " <br /> 1395,33 5830.50 14779.17 I <br /> 23 FERRYAND MILL FROM SS 15TH TO NS 16TH Gravel 349 14 340 5226 7839 581 290 0 800.00 5806.67 2800 5000 2400 ~ 4084.61 <br /> 16964.50 3785583 <br /> 24 HIGH AND PEARL FROM 5516TH TO NS 17TH Gravel 356 14 340 5324 7966 592 296 0 800.00 5915.56 2800 5000 2400 4140.89 <br /> 17303.00 38359.44 <br /> 25 MILLAND HIGH FROM SS 13TH TO179 N OF 14TH Gravel 184 14 170 2746 4119 305 153 D 400.00 3051.11 1400 2500 1200 213538 <br /> 8924.50 19611.39 ' <br /> Z6 MILLAND HIGH FROM SS 16TH TO NS 17TH Gravel 357 14 340 5338 8007 593 297 0 BOO.DO 5931.11 2800 5000 2400 4151.78 <br /> '17348.50 38431.39 <br /> 27 MILL AND HIGH FROM SS 17TH TO NS 18TH Gravel 357 14 340 5338 BOD7 603 297 _ 0 800.017 5931.11 2800 5000 2400 <br /> 4151,78 97346.50 36431.39 <br /> 28 PATTERSON AND FERRY FROM 165 N OF 19TH TO N519TH Asphalt - 165 14 170 2529 3793.5 281 141 49 400.00 '2810.00 1400 2500 1200 1967.00 <br /> 6219.25 18496.25 ' <br /> - 29 PATTERSON AND FERRY FROM SS 18TH TO170 S(END) Gravel 170 14 170 2599 3896.5 289 144 49 400.00 288738 1400 2500 1200 <br /> 2021.44 6446.75 18855.97 <br /> 30 PEARL AND OAK FROM 15TH 7016TH Gravel 359 14 <br /> 340 5366 6049 596 298 <br /> 0 8170.00 5962 <br /> 22 2800 5000 2400 4173.56 17439.50 <br /> 38575.28 <br /> 31 11TH AND 12TH FROM WS ALLEYTO ES HIGH Gravel 150 14 170 2270 3405 252 <br /> 126 0 400.00 2522.22 1400 2500 1200 1765.56 7377.50 1716528 <br /> 32- 18TH AND 19TH FROM WS ALLEY TO ES MILL Gravel 160 14 170 2508 3762 279 139 98 40000 278667 1400 2500 1200 1950.67 <br /> 8151.00 18388.33 <br /> SUM7 H047 4_t^. ~u 'd20651 18tl976.5 134 t -6763 337 18400,00 :114066.67 fi44DA;.QO 115aop,oD 5~100`QO 93839,&7 ? 392118;76. <br /> &73012:08 <br /> 33 12TH AND 13TH FROM 330 E OF HILYARD TO ES HILYARD Hospital Building 0 0 0 0 ~ 0 17 0 0 0.00 0.00 0 0 0 0.00 D.DO 0.00 Do not include <br /> 34 14TH AND 15TH FROM WS OAK TO ES ALLEY Oregon Neurosurgery Building 0 D 0 0 0 0 0 0 0.00 0.00 0 0 0 0.00 0.00 0,00 Do not <br />include <br /> 35 17TH AND 18TH FROM WS ALLEY TO ES FERRY Concrete 0 0 0 0 0 0 0 D 0.00 O.OD 0 0 0 0.00 0.00 0.00 Do not include <br /> ;i6 18TH AND 19TH FROM HIGH TO AMAZON CANAL ~ Concrete 0 0 0 0 0 0 0 0 O.OD 0.00 0 0 0 0.00 0.00 0.00 Do not Incude <br /> $7 OAK AND WILLAMETTE FROM AMAZON CHANNEL TO N517TH AC parking lot ends al Amazon Chan. 179 14 170 2506 3759 278 139 0 400.00 2784.44 1400 2500 <br />200 1949.11 8144.50 18378.06 r3o not include <br /> 38 OAK AND WILLAMETTE FROM SS 16TH TO AMAZON CHANNEL AC parking lot ends al Amazon Chan. 127 14 170 1776 2667 198 99 D 400.00 1975.56 1400 2500 <br />1200 1382.89 5778.50 14636.94 Do rot include <br /> 39 PEARL AND OAK FROM 17TH 7018TH Safeway Building 0 0 0 0 0 0 0 0 0.00 0.00 0 0 0 D.OD 0.00 0.00 Do not Include <br /> 40 PEARL AND DAK FROM AMAZON CHANNEL TO NS 17TH AC parking lot ends at Amazon Chan. 56 14 170 784 1176 87 44 0 400.00 871.11 1400 2500 1200 60938 <br /> 2548.00 9528.89 Do not incl!ide <br /> SUM2 552 4? 510 5i}' 7c0? 3r 0 1200.00 ;.5„111 A.03.00 ! 750f1.0U .3600.00 3.14~$~~ 9471.Orti i u~3hA9 <br /> <br /> 1 <br /> SUM TOT atu9 a203D X26749 338L78;8 s~ <br /> ~ 3~ 17Ei00P? 139087' 888tH3.OD 1236UROO a~J000O ? 7Jj,~i1„~, vp~~p 87J1712;48 SUM TOTA(doesnotinrlude93-AD) <br /> Assumptions <br /> Manhole Adjustments 400$ ea <br /> ExcavationS20percubicyard <br /> 40!80 Feet of 10"Pipe, 358 perfoot Erosion Control <br /> Manholes 2500$ ea, Tree Protection <br /> Catch Basins $1200 ea, Landscape Resl. <br /> Traffc Control <br /> Crashed Rock Base(6") 7$ per square yard <br /> Mobilization <br /> Portland Cement Conaete(I") 3.25$ per square foot <br /> Each Alley has a 14 tootwidth 104761,45 <br /> 97?771!63 SUM TOTS <br /> DdvewayfSidewalk is City cast, 100 square feel peralleyend <br /> Contingency 8 <br /> Asphalt(4") 50$ per ton, A40 pounds per square yard <br /> Concrete uses Excavation depth of 18" or 1.5' <br /> 195554.71 <br /> Asphalt uses Excavation depth of 15" or 1.25' <br /> 1173328:24 SUM TOT C <br /> Erosion Control 1% of SUM A <br /> Tree Protection 1 %ofSUMA Testin <br /> 11733.2824 <br /> Landscape Restoration 2 %ofSUMA 1/860fi1.52 SUM TOT D <br /> Traffic Control4% ofSUMA <br /> Mobilization 4%ofSUMA <br /> Engineering, <br /> Conlingency20% ofSUMB Admin.8 <br /> Constmct. Financ. <br /> 363731.7544 <br /> Testing 1% of SUM C <br /> i5~i°723:e TOTAL$-PCC OPTION <br /> Engineering 23% of SUM D <br /> Admin, 5%of SUM D t?247 PCC OPTIONOOT <br /> Construction Flrncing 3%of SUM D <br /> $/SOUAREFOOT <br /> PCC OPTION <br /> "TOTAL CITY $ <br /> 105417:24 PCC OPTION <br /> TOTAL ASSESSABLE$ <br /> n u2; s o:, PCC OPTION 1443376.08 ~ I <br /> O:IPROJECTSIPROJ-2141721DesignlESTIMATEIw_estuniversily_alley_estimate1rev01-15-D4.xls $IFRONTFOOT <br /> 10-8.03 NHIPK <br /> :~oao PCC OPTION <br /> - estimated sheets 25 <br /> est. cost @ 120 heurslsheel 212625 <br /> est. hours per sheet based on 25 % Eng. cost 0 <br /> est, eng. wst perlf 0 <br /> <br />