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COST DISTRIBUTION SPREADSHEET
<br />PRE-ASEE6SMENT
<br />L17N4
<br />JOBNAME: GARDEN WAY
<br />DESCRIPTION: STREET WIDENINGANDIMPROVEMENTS
<br />JOBtl: %02
<br />CONTRACT:
<br />BY: STEVE GALW P
<br />CK STEVE GALLUP
<br />BM ~' De4piptim ON lln4 Und Coe! Trial PatN9 Cmade WW Latemf WW Smxe C'9y 4WV C'Iry Gcepa City plum. C'Ay Storm CM1y Pave Trial
<br />Hem
<br />50 AC 8' DEPTH
<br />SOS TON E 330D E 7fi550.5
<br />S 762759.00
<br />E 2217.00 f
<br />765000.00
<br />925
<br />5
<br />5 AC 9' DEPTH ZS TON E 465 8 925.5 S 92!0.5 E ,
<br />70 CONCRETE 4' 4375 SOFT S 1.75 E 766755 5766155
<br />E 766155
<br />76425
<br />5
<br />80 CONCRETES' 735 SOFT S 225E 16425.5 516425.5 E .
<br />6985
<br />5
<br />5 CONCRETE6 27600 SOFT f 2S0 E X05.5 5 %000.5 E '
<br />450
<br />5
<br />15 CONCRETE 7" 1350 SOFT f 3.5 E 4 .5 $ 4050.5 E 7504
<br />5 E .
<br />7504
<br />5
<br />110 CONCRETE 70' 376 SOFT E 4.5 b 7 .5 .
<br />E .
<br />675
<br />5
<br />120 CONCRETE ISLANDS 7%SDFT 9.5 E fi750.5 E 67%.5 E 550
<br />5 E .
<br />550
<br />5
<br />130 PLAINCONCRETE PAVE UNDOWELLE091NCHE8THICN 750 SOFT E 3.50 E 5600.5 .
<br />75
<br />231 E .
<br />%25000
<br />790 CONCRETES"MESABUFF COLORED 7750 SOFT E 55 E 3625.5 E 8327.5 !
<br />E 2
<br />5 20479
<br />73 E 24500.5
<br />15 CONCRETES"RED BRICK COLORED 3%O SOFT E 75 E 2455.5 E 402727 .
<br />~ 25 E 36fi5
<br />5
<br />75 CANDRETE9'MESA BUFF COLORED 675 SOFT 65 E 3fi 50.5 E 75fi.75 E
<br />$ 32 .44 E .
<br />3655.5
<br />170 CONCRETE 9'RED BRICK COLORED 36'0 SOFT E 105 S %55.5 E 4792.% E 478.75
<br />iS CONC S'ORNEWAYAOJUST 7075 SOFT E 225 $ 2418.75 E 241675 E 50.5
<br />1% CONC T'ORNEWAYAOJUST 25 SOFT E 3.5 S fi%.5 E 50.5 E 30500
<br />270 AC7DEPTH ORNEWAY ADJUST 75 TON E 25.5 f 350.5 E 350.5 E 7223100
<br />210 ADATEXTURING 453 SOFT E 77.5 5 7223700 E 7223700 61
<br />5 S 18210
<br />5
<br />710 AGGREGATE BASE 4INCHES THICK 915 SOYD S 25 E 18270.5 E 187500 .
<br />E
<br />E 2%8
<br />08 .
<br />S 25508
<br />230 AGGREGATE BASE 6INCHES THICK 825 SOVD E 45 8 2500.5 ' E 1925
<br />5
<br />240 AGGREGATE BA6E 71NCHE5 THICK 385 SOYD E 55 E 1925.5 E 19255 '
<br />65
<br />5
<br />E 6
<br />750 AGGREGATE BASE 101NCHES THICK 115 SOYD E 6.5 E 6600.5 S 6655 1
<br />384
<br />% .
<br />,
<br />5
<br />E 71105
<br />25 AGGREGATE BASE, 121NCHE8 THICK 7850 SOYD E 6.5 S 17705.5 E 77561550 .
<br />'
<br />E
<br />E 8%100 .
<br />E 67500,5
<br />270 STD CURBBGUTTER CONCRETECURBS 7 LINFT E 9.5 E 6/500.5 E 59739.5 E 19000
<br />5 E 79000'08
<br />280 8"MEDIAN CONCRETE CURBS 1 LINFT E 10.5 E 7950.5 . $ 250'08
<br />2S MOUNTABLE CURBBGUTTER CONCRETE CURBS iS LINFT E 27.5 E 205.5 8 205.5 E 205.5
<br />35 STPNDARD CONCRETECUR85 15 LINFT E 21.5 E 250.5 $ 2800.5 E 4520.5 E 452].5
<br />310 VALLEY GUTTER CONCRETE 226 LINFT E 20.5 E 4520.5 b 7lu"0.5
<br />320 DRIVEWAY CURB CUTS 540 LINFT E 3.5 E 1fi2000 $ 165.5 E 2485
<br />5
<br />35 EMB TOP SOIL IMPORTED 7210 CUYD E 20.5 E 24000.5 S 245D.5 20861
<br />40 '
<br />S 14495
<br />5
<br />340 GENERAL E%CAVATION 73800 CUYD E 7850 E 14495.5 E 12455fi0 .
<br />E .
<br />E 8800
<br />08
<br />360 BINCH SVBGRADE STABILIZATION 7155QYD E RS E 8800.5 E 8,50.5 8700 .
<br />05
<br />5
<br />21
<br />360 SUBGRAOE GEOTE%TILE 2705 SOYO E 1.5 E 2150.5 E 5740.5 E 2
<br />5
<br />E 50 ,
<br />.
<br />E
<br />E 85.5
<br />370 RIPRAP GEOTEXTILE TVPE2 800 SOYD 1.5 E W0.5 .
<br />E 8080
<br />5 E 853.5
<br />380 LOOSE RIPRAP CIA8825 45 TON E 27.5 E 885.5 . E 4880.5
<br />390 ttPE 2FENCE 870 LINFT S 8.5 E 4 .5 8 488000 5000
<br />E 35 E 50.5
<br />970 IRRIGATION SYSTEM 1 LUMPBUM E 35000.5 E 35 .5 ,
<br />5
<br />E 8250 E B .5
<br />421 DECIDUOUS TREE 7CAL. 33 EACH f 2%.5 E 00 .
<br />E ifi80
<br />5 E 1680.5
<br />437 SHRUBS GAL, %EACH f 30.5 E 768000 .
<br />5 S 24500
<br />440 SHRUBS GAL, 25 EACH f 12.5 S 2,4500 E 245. E 289000
<br />45 SHRUBS 7 GAL. 320 EACH f 9.5 E 285,5 E 285.5 E 3420
<br />5
<br />460 PERENNIRLS 1GAL. 380 EACH S 9.5 S 3420.5 S 3420.5 ,
<br />S 50500
<br />470 BULBS i LUMPBUM S 5 00 S 550.5 E 5855
<br />480 LARGE LANDSCAPE ROCKS 3EACH S 15.5 E 65.5 E 4W.5 S 4500
<br />f 185
<br />5
<br />45 SMAILLANDSCAPE ROCKS 18 EACH 5 155 E 1,800.5 $ 18500 08
<br />E 258 '
<br />f 208500
<br />500 DURABLE PERMANENT PAVEMENT STRIPING 1 LUMPBUM E 21000.5 S 2005.5 E 105.5 .
<br />5
<br />S 225 E 6755
<br />570 PAVEMENT LEGEND ttPE E: ARROWS 9 EACH $ 7500 E 675.5 8 450,5 .
<br />E 280
<br />5 E 848'88
<br />520 PAVEMENT LEGEND TYPE E: "ONLY" 6 EACH E 140.5 S 890.5 E 55,5 .
<br />E 12)
<br />5 E 158'88
<br />530 PAVEMENT LEGEND, NPE E: BICYCLE LANE SYMBOLS 75 EACH $ 120.5 f 785.5 E i~S . S 427.5
<br />SW PAVEMENT LEGEND TYPE E'. YIEL08AR TRIANGLES 72 EACH $ %.5 E 420.5 E 420.5 S 105.5 E 7915'88
<br />5% PAVEMENT LINE, TYPES 5%SOFi E 35 E 1.925.5 E 87500 S 875D
<br />5
<br />55 MVLCH 350 CUYD E 25,5 8 8150.5 E 8755 .
<br />E 7
<br />'00
<br />5
<br />570 SINGLE MAMBO%SUPPORT 4EACH E 35.5 $ 7203.5 E 125.5 `
<br />'
<br />E 1750'5
<br />55 MULTIPLE MAILBOX SUPPORT 5EACH E 350.5 E 1757.5 E 7755 E 7500
<br />5% MAIL80%CONCRETE COLLARS 3EACH E 5.5 E 15.5 E 155 $ 282:0
<br />5
<br />65 RETAINING WALL 4%SDFT E 45.5 $ 2025.5 S 27750.5 '
<br />E 05
<br />5
<br />610 CONCRETE SLOPE PAVING 270 SOFT E 70.5E 25000 $ 250.5 '
<br />E 12 00
<br />620 CONC PARADER WI PED RAIL 1 LUMPBUM E 7250.5 E 1250.5 8 7205.5 325
<br />5
<br />E 61
<br />65 CONCRETE BARRIER i 775 FOOT S 555 E 61325.5 E 6132500 f 80755 .
<br />,
<br />E 8075
<br />5
<br />640 GUARDRAIL, iYPE1A 475 LINFT E 1700 E 8075,5 5
<br />800 .
<br />5
<br />S 870
<br />60 GVARDRAIL ANCHORS ttPEi 2EACH E 45.5 E 800.5 '
<br />E
<br />2%
<br />OB '
<br />88
<br />f 250
<br />650 GVARDRAIL END PIECES ttPEC 2EACH E 1%.5 E 2W.5 '
<br />2500
<br />5 '
<br />E 25580
<br />670 BARRICADE ST ENDEDGE %LINFT E %.5 E 2 00 '
<br />E
<br />$ 1808
<br />5 E 1000,5
<br />660 EWEBACCESS BARRICADE SLINFT f 50.5 E 1000.5 35
<br />5 S 6500 .
<br />$ 759000 $ 255000
<br />65 SAWCUTTING 775 LINFT f 1.50 S 2%-0.5 .
<br />S E 3%0'5
<br />710 REMOVEAND REINSTALL EXISTING SIGNS 1 LUMPBUM E 5500 E 355.5 E 5500 E 1050'80
<br />720 SIGNS IN PLACE
<br />750 STREETLIGHTS COMPLETE 1 LUMPBUM E i 00 E 1050.5
<br />7 LUMPBUM E 15 00 $ 16050.5 S 105000 57505.5
<br />5 E iS5D.5
<br />E 14550
<br />5
<br />75 TRAFFIC SIGNALINSTALLATIDN COMPLETE i LUMPBUM $ 14550.5 S 14550.5 f 145,05. .
<br />E 188
<br />88
<br />n0 CONNECTION EX PIPE-BAN 1 EACH E 755 8 75.5 b 75.5 '
<br />E 200500
<br />75 CONCRETE SANITARYSEWER MANHOLES tO EACH E 250.5 4 27,05.5 521 5 5
<br />E 5
<br />5W
<br />793 SEWER PIPE PUC 6' 471 LINFT E 5.5 S 2055.5 E 2055.5 ,
<br />.
<br />5
<br />E 49764
<br />AS SEWER PIPE PUC B' 1508 LINFT E 33.5 f 49764.5 544195 E 5415.5 .
<br />E 525
<br />5
<br />810 SEWER PIPE PVC 70" 604 LINFT E 55 E 5250D 524,155 E 6090.5 .
<br />E 76
<br />5
<br />820 TEEISAN6'XB" 1 EACH E 76,5 f 760D E 75,5 .
<br />E 25
<br />5
<br />830 TEEISAN6'X iP 2EACH 755 5 200.5 E 2(p,S .
<br />E 1 00
<br />840 POTHOLING 1 EACH E 150.5 $ 150.5 E 1055 E 1 00
<br />85 AREA DRAIN CONC 7 EACH E 150.5 $ 150.5 E 1055 E 1588
<br />860 CONNECT E%IST PIPE-STM 7 EACH S 755 $ 75.5 E 155 5
<br />E 205 E 320500
<br />870 CONCRETEINLETS iYPE4A 32 EACH E 150.5 E 32,50.5 E 3005.5 . E 105'5
<br />BS CUT INTO EYJSTG STRUCT-STM TEACH E 150.5 E 157.5 E 1,000.5 E 2755 5
<br />E 3045
<br />85 GRAIN PIPE PVC IP 135 LINFT E 28.5 S 3645.5 E 34,300.5 .
<br />874
<br />5
<br />S 5
<br />95 GRAIN PIPE PVC I7 267 LINFT E 71.5 S 5874.5 E 5874.5
<br />64106
<br />5 .
<br />,
<br />5
<br />f 64106
<br />910 GRAIN PIPE PVC 15' 1 %7 LINFT E 38.5 E 64106.5 .
<br />E .
<br />5
<br />1
<br />139
<br />920 GRAIN PIPE PVC 21" 17 LINFT E 67.5 E 1139,5 E 7139.5
<br />E 45238
<br />5 ,
<br />,
<br />E
<br />8 452%.5
<br />95 DRAIN PIPE RCCP iT' 1.561 LINFT E 29.5 E - 455 .
<br />E 435600 E 4356'5
<br />990 DRAIN PIPE RCCP 75' %LINFT E 66.5 E 4356,5 E 39500 E 395.5
<br />950 CONCRETE CAP 300 LINFT S 73.5 E 39500 E 400'5
<br />95 TEEISTM 10X77 2EACH E 200.5 E 45.5 E 4500 E 458'88
<br />970 TEEISTM IO'%15' 3 EACH $ 75.5 E 45.5 E 4%.5 13450
<br />5 E 34000.5
<br />55 CONCRETE STORM SEWER MANHOLES 17 EACH S 50.5 E 3450.5
<br />5 E fi755
<br />fi75 LINFT f 1 $ 7725
<br />5 S 7826.20 E 57fi,S E 720.5 .
<br />E 25 E fi75.5
<br />990 NPIPE INSPECTION
<br />750 iK BAYSAVER SEPARATION SYS COMPLETE .
<br />1 LUMPBUM f p 00 E 27000.5 . E 2)0500 E `'1150'5
<br />
<br />,. SubTMal 1 967 830 75 .::807 12 1 AO E54S2f1 26&65 E 615.60 % .5' 350000D 185725.5 184 .63 1867 .75
<br />
<br />10 MOBILIZATION 1 LUMPBUM E 172000.5 5 1125000 E 4847004 E 9 .79 E 5420.93 E 1609.76 5 369.42 $ 57%.21 E 1288.59 E 11136.% d 1705.31 E 77250.5
<br />5 CLEARING&GRUBBING 7 LUMPBUM b 27000.5 E 27.53.5 E 864465 E 1778,43 E 968.02 S 287.46 b 6'587 E 1,027.72 E 3.265.82 E 1%B.fi/ f 1,97371 E 2050.5
<br />5 TEMP PROTECTNIOIRECTN 7 WMPSUM E 705000 5 1053.5 E 4,322.32 E 889,21 E 40401 S 143.13 5 3299 E 51386 E 1632.97 E 994.34 f 9%.63
<br />%
<br />% S 100500
<br />E 150
<br />5
<br />40 EROSION CONTROL 7 LUMPBUM b 150.5 E 185.5 E 432.23 E %92 E 48,40 5 14.37 $ 3.30 E 57.39 E 16721 E 99.43 .
<br />f .
<br />45 FLAGGING 755 HOUR E 30.5 S 1585.5 E 19,4%,I6 S 451.46 21765 E fi46.78 E 148.43 E 2,312.35 E 7,398,70 E 4474.51 E 4439.86
<br />70&5
<br />97 E 45.50.5
<br />5 to 5000
<br />75 SIGN. WrPOST 21 EACH E 55.5 E 1055.5 E 4,538.44 S 933.67 8 508.21 8 7%91 E 34.63 E 539.% E 1714% E 1044.5 .
<br />E
<br />730 CONSTRUCTION ZONE FENCING 4000 LINFT b 7.5 E 45000 E 172893 f 355% S 1%.5 E 57.49 E 73.79 E 25.59 E 653.16 E 397.73
<br />3 S 394.55
<br />S 9866 E 45000
<br />5
<br />E 750
<br />740 TREE PROTECTION 1 WMPSUM E 150.5 E 150.5 S 43223 E 88,92 S 48.40 E 74.37 $ 330 S 5139 E 163.29 E 99.4 .
<br />1070 SEDIMENT FENCE UNSUPPORTED 3%LINFT E 400 E 1420,5 S 613n E 126.27 5 6673 E 20.41 E 4.68 S 72,97 E 23187 141.20 E 140.10
<br />98
<br />66 S 1420.5
<br />00
<br />b 705
<br />7028 CONSTRUCTION ENTRANCES 2 EACH E 500.5 E 7.000,5 E 43223 8 88.92 E 48.40 E 74.37 E 330 E 51.39 E 75{29 S 99.43 .
<br />b .
<br />105 CURB INLET SEDIMENTATION DAM 4EADH E 250.5 E 705,5 E 43223 $ 88.92 $ 4640 E 74.37 E 35 E 51.5 E 151,5 f 5.43 b %.65 E 705.5
<br />1040 PERMANENT SEEDING 2 ACRE E 1fi00.5 E 3 .5 5 7383.14 $ 284.% E 75480 E 45.99 E 10% $ 164.43 S 571.53 E 378.79 E 315.72 E 320IL5
<br />1050 EMULSION DUST PALIIATNE 305 SOYD E 0.50 E 1 .S $ fi4B.35 E 73338 $ 72.5 E 21.% E 4% E n5 f 244.94 5 749.75 E 748,5 E 1 W
<br />Calhec4TaMl EIWB4%75 E X5616 iB4W7.53 75647.86 21 .SB - 68%.BO 158:N27 . 5339%5.55 : 706767.12 E 755.79 E m945.75
<br />CONTINGENCIES 6% E 1247675 S %92837 E 11,54.45 E 6 .87 E 77%25 8 417.53 E 6417.26 E 20313.34 E 1245.5 E 723595 E 724767.5
<br />TESTING 7% E 217794.51 S 8.98806 S 1,849.08 E 1 .4B E 2%.88 $ 68.5 E 1868.54 $ 3395% $ 2087.67 E 2057.66 E 20794.57
<br />ADVERTISING i LUMPBUM f °05.61 E 5567 E 27857 E 41.96 E 2448 E 7.27 Y 7.67 E 25.% E 8257 S 578 E 49.5 d 55.67
<br />PERMITS 1 LUMPBUM f BIDS $ 810.5 S 350.71 b 7203 E 527 S 7764 S 267 E 47.62 E 13227 E 557
<br />9 E 79.92
<br />1727
<br />77 $ 8105
<br />S 71363
<br />5
<br />NICHOLS PAVEMENT DESIGN 1 LUMPBUM 17 W S 11351.5 S 4 114fi E 7010.41 E 599,% E 763.32 E 37.48 E SB3.% $ 1,B%.48 E 172
<br />.% .
<br />E .
<br />PSI ENVIRON 7 LUMPBUM b 2 00 S 2750.5 E 972.52 E 25.07 E 7%% E 3234 5 7.42 E 115.62 S %7.40 E 723.73 S 22799
<br />5
<br />47 S 22%.5
<br />E 1n8
<br />48
<br />EUGENE SAND GRAVEL 7 LUMPBUM $ 1778.98 S 1n8.48 E 7%.72 E 1%.14 E %.5 S 25.% 5 587 E 9139 S 290.41 E 17684 .
<br />f 17 .
<br />KIPCD INC.PRE~CLEARINGBGRUBBING 7 LUMPBUM E i6 .5 f 16540.5 E 7149,13 E 1470.76 E 85.% S 237.73 $ 5456 E 84992 8 275.83 E 1,614.63 f 1637.89
<br />5 E 16,510.5
<br />E 7255000
<br />EWESTRANSMISSION POLES 1 LUMPBUM E 12550.5 E 125,SD.5 E 125,50.
<br />EWER EMBANKMENT CONSTRVCTION 1 LUMPBUM 5 1850.5 E 1805.5 E 775.18 E iWO.% E 877.72 S 258.77 E 59.37 E 924.94 E 2 2d E 775.5 E in5.94 E 7550.5
<br />CONTRACT SERVICES OTHER GAWINC ~VAC% i LUMPBUM E 67n.% E 6.7n.96 E 292965 S 52.71 S 328.5 5 97.42 E 22.3fi 8 31827 E 77578 E 673.% 8 668.74 E 67n.96
<br />CASCADE 7 LUMPBUM S 1000,5 b 75000 E 432.23 E %92 E 48.40 E 74.37 E 330 E 51.39 E 1%29 E 99.43 E 9556 E 150.5
<br />93
<br />E 451049
<br />RIGHT OF WAYACOUISITION 1 LUMPBUM E 451049,5 E 451049.90 E 3%23052 E 48107.% $ 21,037.34 E 648286 E 1487.73 E E - E 94849.48 $ .
<br />
<br />DiIOATdeI E2 087.31 E - 1 52588 243277.61 5132387:94 3831092 .33 177 .12 96281 2719538 350%701 . b2&~57.37
<br />ENGINEERING CHARGE 22% E 679279.21 E 2171755 55355.67 f 23,123.02 E 8,648.40 E 7 .5 E 25821.n $825782 S 59837.5 E nOn22 E 6&27921
<br />1 37
<br />ADMIN FEE 5% E 74354.37 5 66176.28 5121538 E 667907 E 19~.% E 45107 $ 58fi836 S 78698.14 E 73 7.97 E 17577.55 E
<br />CONSTRUCTION FINANCING 3% E 858562 E 575.n E 729613 E 3971.44 E 7179.33 E 27064 E 352701 S 11188.88 E 8758.78 E 70 70.53 E 85 .62
<br />TOTAL 371 11551 '.175503.5 31615.89 1 C95.87 67101.20 -71727.73 1525n.25 . 9466%7.66 E 7:19 :1%4%.32 S 7787135
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