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About St. Helens mist. (St. Helens, Or.) 1913-1933 | View Entire Issue (May 29, 1914)
County Court Proceedings Be It Remembered, That a regular term of the County Court of the State of Oregon, for Columbia Coun ty, was begun and held at the Court - House tn the City of St. Helena in said County and State on Wednes day, the 6th day of May, 1914. tie same being the time fixed by lav fur holding a regular term of said Court, when were present: HON. W. A. HARRIS. County Judge HON. JOHN FARR. Comnilssione" HON. LOl'IS FLVHHER. Commissioner. HON. II. E. La I! A RE. Co. Clerk. Due proclamation being made, the following proceedings were ha J: Journal Read, Approved and signed: Matter of Sealed Proposals for the Construct ton of a Port low of the Columbia Highway ia Columbia County. ) On this day sealed bids, as here tofore advertised, for constructing a portion of the Columbia Highway In Columbia County, Oregon, were op ened and examined by the Court, be ing asf ollows: CO.N SOU DATED CONTRACT COM PAW, for constructing all that portion of said highway, from the east line of Clatsop County to Tide Creek In Co lumbia County, reserving ther Ight to not accept the Clatsop County Work if this contract is awarded to us, or if Clatsop County awards us the contract we reserve the right to not accept this contract, being as fol lows: 1. Embankment, haul not to ex ceed 300 feet, the sum of twenty-five cents per cubic yard. 3. Earth Excavation, haul not to exceed 300 feet, the sum of twenty five cents per cubic yard. 5. Hard Pan, haul not to exceed 300 feet, the sum of forty cents per cubic yard. 6. Loose Rock, haul not to ex ceed 300 feet, the sum of forty-two and one-half cents per cubic yard. 7. Shell Rock, haul not to ex ceed 300 feet, the sum of fifty cents per cubic yard. 8. Soft Rock, haul not to exceed 300 feet, the sum of fifty cents per cubic yard. 9. Hard Rock, haul not to exceed 300 feet, the sum of eighty-five cents per cubic yard. 10. Hard Rock Borrow, has! not to exceed 300 feet, the sum of one dollar per cubic yard. 11. Hip Rap Loose, haul not to exceed 300 feet, the sum of one dol lar per cubic yard. 12. Rip Rap, Hand-placed, haul not to exceed 300 feet, the sum of one dollar seventy-five per cubic yard. 13. Any of the above-named ma terials hauled more than 300 feet, the sum of two cents for each addi tional 100 feet. Note All over-haul on grades ' over 3 per cent is to be interpreted as haul down-grade. j 14. Clearing light the sum of Fifty Dollars per acre. 15. Clearing heavy, the sum of One Hundred Twenty-five Dollars per acre. 16. Grubbing the sum of One Dollar Twenty-five cents per square rod. 17. Wrought Iron and Spikes In structures the sum of Seventy cent per pound. IS. Timber and Plank, in stru ctures the sum of Seventy cents per 100 feet, board measure. 19. Timber Cribbing in structur es, the sum of five Dollars per square yard. 20. Piling, Cut off in structure the sum of Twenty five cents per I lineal foot. I 21. Pil'ng, Driven in structures j the sum of Forty cents per lineal foot. 22. Blind Stone Drains the sum of One Dollar per lineal foot. 23. Tiles Drains In place 4" diameter (porous tile) the sum of Twenty five cents per lineal foot. 24. Corrugated Iron Pipe In place 12 inches diameter, the sum of One ! Dollar Forty-five cents per lineal foot. 25. Corrugated Iron Pipe In place IS Inches diameter the sum of Two Dolars per lineal fot. 26. Corugated Iron Pipe, in place 24 inches diameter the sum of Two Dolars and Fifty Cents per lineal foot 27. Concrete Pipe in place 12 in. diameter the sum of Sixty-five cents per lineal foot. 2S. Concrete Pipe in place IS in. diameter the sum of One Dolar twenty cents per lineal fot. 29. Concrete Pipe, in place 24 In. diameter the sum of Two Dolar per lineal foot. 30. Vilified Tile, In place ( In. diameter the sum of Two Dollars per lineal foot. 31. Vitrified Tile, Inp lace 10 In. diameter the sum of Fifty cents per J lineal foot. 32. Vitrified Tile, In place 12 In. d ameter the sum of Sixty cents per lineal foot. 3 3. Vitrified Tile, In place IS In. diameter the sum of One Dollar fif teen cents per lineal foot. 34. Vitrified Tile. In plare 24 in. diameter the sum of One Dolar Eigh ty cents per lirntal foot. 35. Reinforced Concrete Pipe, in place 13 in. diameter the sum of One Dollar per lineal foot. 36. Reinforced Concrete Pipe in place IS in. diameter the sum of Two DDolars fifty cent per lineal foot. "37. Reinforced Concrete Pipe, tn place 24 in. diameter the sum of Two Dolars ninety cents per liueal foot. 3S. Reinforced Concrete Pipe, in place 36 in. diameter the sum of Throe Dollars eighty cents per lineal foot. 39. Reinforced Concrete Pipe. In place 4$ in. diameter the sum of Five Dollars ninety cents per lineal foot. 40. Rubble Masonry (dry) 1ft. to 6ft. high, the sum of One Dollar fifty cents per square yard. 41. Rubble Masonry (dry) 12 to 12ft. high the sum of Two Dollars per square yard. 4 2. Rubble Masonry (dry) 18 feet to 18 ft. high the sum of Two Dolars fifty cents per square yard. 43. Rpbble MMasonry (dry) 30 feet to24 ft. high, the sum of Two Dolars seventy-five cents per square yard. 44. Rubble Masonry (dry) 24 ft. to 30 feet high, the sum of Three Dolars per square yard. 45. Ruble Masonry (dry) 30 ft. to 36 ft. high, the sum of Three Dollars per square yard. 4 6. Concrete class "A" the sum of Twelve Dolars per cubic yard. 47. Concrete class "B" the sum of Eleven Dollars fifty cents per cubic yard. 4S. Concrete class"C the sum of Eleven Dollars per cubic yard. 4 9. Reinforcing Steel, in place, lie sum of Seven Dolars per hun dred pounds. KLM,(i STANDI FKK .COMPANY for constructing all that portion of said highway, from the east line of Clatsop County to Tide Creek in Columbia County, being as follows: I. Embankment, haul not to ex ceed 300 feet, the sum of Twenty eight cents per cubic yard. 3. Earth Excavation, haul not to exceed 300 feet, the sum of Twenty six cents per cubic yard. 5. Hard Pan, haul not to exceed 300 feet, the sum of Forty-five cents per cubic yard. 6. Loose Rock, haul not to ex ceed 300 feet, the sum of Forty five cents per cubic yard. 7. Shell Rock, haul not to exceed 300 feet, the sum of Forty-five cents per cubic yard. 8. Soft Rock, haal not to exceed 300 feet, the sum of Eighty-cents per cubic yard. 9. Hard Rock, haul cot to exceed 300 feet, the sum of Ninety cents per cubic yard. 10. Hard Rock Borrow, haul not to exceed 300 feet, the sum of Eighty cents per cubic yard. II. Rip Rap Loose, haul not to exceed 300 feet, the sum of Eighty cents per cubic yard. 12. Rip Rap, hand-placed, haul not to exceed 300 feet, the sum cf Two and 00-100 per cubic yard. 13. Any of the above named mat erials hauled more thin 300 feet, the sum of One and one half cents for each additional 100 feet. ffl NOTE: All over-haul on grades over 3 per cent is to be Interpreted as haul down grade. 14. Clearing, light, the sum of One Hundred fifty and 00-100 Dollar per acre. 15. Clearing, heavy, the sum of One Hundred fifty and 00-100 Dol lars per acre. 16. Crubbing. the sum of Two and 00-100 Dollars per square rod. 17. Wrought Iron and spikes in structures, the sum of Six cents per pound. 18. Timber and plank. In struc tures the sum of Thirty and 00-100 Dollars per 1000 feet.board measure. 19. Timber Cribbing in structus. es the sum of Two and 00-100 Dol lars per square yard. 20. Piling, Cut off. In structures the sum of Ten Cents per lin al foot. 21 Piling. Driv n, in structure, the sura of Thirty Cents per lineal foot. 22. Blind Stone Drains, the sum of one and 00-00 Dolars per lineal foot. 23. Tile Drains, In place 4 Inches diameter (porous t.le) the sum of Ten Dolars per lineal fot. 24. Corrugated Iron Pipe, in place 12 in. diameter the sum of One and 20-100 Dolars per lineal foot. 25. Corrugated Iron Pipe, In place 18 in. diameter, the sum of One and 60-100 Dolars per lineal toX- 26. Corugated Iron Pipe. In place 24 In. diameter the sum of Two and 10-100 Dolars per lineal fot. 27. Concrete Pipes, in place 12 In. diameter the sum of One ami 30 100 IVllars per linoal foot. 2S. Concrete l'lp lu place IS in. diamu'er the sum of Two and 00 100 Dolars per lineal foot. 29. Concrete Pipe In place 24 tn. diameter the sum of Two and 70 100 IVolars per lineal fot. 30. Vilified Tile. In place 6 in diameter, the sum of Sixcty coals per lineal foot. 31. VitidtHl Tib. In place It' l diameter the um of Nlnety-iive cents per lineal loot. 32. ititied Tile. In ph. v 12 11 diameter, llie sum of One end 23-100 Dollars per lineal foot. 33. Vilified Tile, In place IS hi. diameter. tho sum of Two Mid 00 100 IVlurs per line.;I foot. 3 4. Yitified Tile, tn place 21 In d'nmo'er the sum of Three nnd 7 5 100 lKillnrs per lineal foof 35. Reinforced Concrve Pipe, in pace 12 in. diameter, the sum of One and 40-100 Dollars per lineal foot. 36 Reinforced Concrete Pipe, in place IS In. diameter, tho sum of Two Dolars and 05-100 Dolirc j.cr lineal foot. 37. Reinforced Concrete Pipe, in place 21 In. diameter, the sum of Two Dolars and 70-100 Dolars per lineal foot. 38. Reinforced Concrete Pipe. In place 36 in. iliam.'tor, the sum of Three and 60-100 I tola per lineal foot. 39. Reinforced Concre'.e Pipe, in place 4 8 in. diameter, the sum of Five and 40-100 Dolars per lineal foot. 40. Rubble Masonry (dry) 1' to 6' high, the sum of Two and 00-100 Dolars per square yard. 41. Rubble Masonry (dry 6- to 12' high, tho sum of Two and 50-100 Dotlars per square yard. 42.. Ruble Masonry (dry) 12' to IS high, the sum of Three and 00 100 Isjltars per spuare yard. 43. Ruble Masonry (dry) IS' to 2 4' high, the sum of Three und 50 100 Dollars per square yird 44. Rpbble Masonry (dry) 2C to 30' high, tho sum of Four and 00 100 Dollars per square yard. 4 5. Ruble .Masonry (dryl 30' to 36' high, the sum, of Four and 50 100 Dollars per square yard 4 6. Concrete, class "A" the sum of Fifteen and 00-100 Dollars per cubic yard. 47. Concrete, class "I!" the sum of Thirteen and' 0-100 IVilars per cubic yard. 4 5. Concrete, class "("' the sum of Twelve and 00-100 Dollars per cubic yard. 4 9. Reinforced Steel, In place, the sum of Five and 00-100 Ikillars per hundred pounds. Twoiiv incs. of Portland, OKI r for constructing that portion of said highway from the east line of Clat sop County to Tide Creek, in Col umbia County, Supplemented by conditions that time limit l extend ed to October 1, 1915. That no lia bility attach for unavoidable block ing of traffic. That all rock for rubllo nia.anry walls shall be taken from exrav cio:i or furnished by the County within 200 feet of wall. That this proposal is made o i Cie contingency of securing the adjoin ing contract from Clatsop Co.r. ty line to Astoria being as 1. Embankment, litul not U ex ceed 300 feet the sum of Twenty seven cents per cubic y.irl. 3. Earth Fxcavitio:., haul sot to exo-ed 300 feet, the sum ol Twenty sven cents per cubic yard. 5. Hard Pan, haul not to exc--d 300 feet, the sura of Tl.-r.y Cve cents per cubic yard. 6. Ixiose Ro(k. haul li it id ex ceed 330 feet, the sum f For y 1 le cents per cubic yard. 7. Loose Rock, haal not lo u ceed 330 feet, the sun of 8. Soft Rock, haul t ot l exceed 300 feet, th sum of Si'.ty 1'ivj n-iits per cubic yard. 9. Hard Rock, houl n it e;:.-eil 300 feet, the sum of Ughty Fixe cents per cubic yard. 13. Auy of the above named mat erials hauled more than 300 fee;, the sum of One and one-quarti" cents for each addition 1 100 fe.n. NOTE; All over-haul on grades over 3 per cent is to be Interpreted as haul down grade. 14. Clearing, light, the sum of One Hundred and Fifty Dollars per acre. 15. Clearing, heavy, the sum of Two Hundred and Ten Dollars per acre. 16. Grubbing, the sum of One and One-half Dolars per square rod. 24. Corrugated Iron' Pipe, In place 12" diameter, the sum of One Dollar and twenty five cents per lineal foot. 25. Corugated Iron ripe. In place 18" diameter, the sum of One iJollar and Fifty cents per lineal foot. 26. Corrugated Iron Pipe. In place 24" diameter, the sum of Two Ixllari per lineal foot. 27. Concrete Pipe, in place 12" diameter, the sum 'f N""',v per lllie.il foot ... , l"i,iv In I lace is' diameter. Ihe sum of One Iolar Kilt y cents per line il tool 29 Concrete I'll'". I'1'"" .11;. Meter the sum of I wo 1 niars 1 i ii foot. ;,. VI' hied Tile. In lace " ill I- meli-r. th" Mini ,,f "'' l'-' " ;er lineal foot. 21 Vilified Tile, ill place 10" diameter, the Mini of Fifty cents per htuvl fot 22 ilitied Tile, in place 12" diam-'er. the nun of S.-vcnly five ....m 4 iter lil.eal foot. 3 3. Vilified Tile, ill li lae'. i . C e i um of I'm Thirty I've cent- i" r loo 114 Yitlt.d Tib. lilMllot.T, the Mil. I of 'i place IN" Dolar Mid v.l foot pl.u 2 I ' ao liollin 10. lineal foot -. I.'ehi forced Concrete Pipe, III phi ace 12" diameter, the Mini of one and 1 Fifty cents per lineal toot 36. Reinforced Concrete Pipe. Ill t r.. phi ace IS .llanieur. me su... Hollars and Ten rents pi. lineal foot 37. Reinforced Concrete Pipe. In place 24" diameter, the Mini of Two I Hilar mid Eighty five cents per lin eal foot. 3S. Reinforced Concrete pipe. In ,ilaco 30." diameter, the mini of Three Dollars and Seventy Five cents ,ht lineal foot. 33. Re' u forced Concrete Pip", in lilare 4" diameter, the sum of Klve Dollars and Fifty cents per lineal foot. 40. Ruble Masonry (dry) 1' to ' high, tho sum of Two Iiollars ,ht hpuare yard. 41. Rubble. Masonry (dryl C to 12' high, the sum of Two Dollars per square vatd. 42. Ruble Masonry tilryl 1 21" tS' high, the sum of Two D.L.rs per iquare yard. 43. Rubin Masonry (dryl is' to 24' high, the sum of Two l"nliais ;er square yard. 44. Ruble Masonry (dryl 21' to 10' high, the sum of Two Ik. liars and 'ifty cents per square yard 45. Ruble Masonry (dry) 2D' to 16' high, the sum of Two Iiollars and Seventy live cents per square yard 46. Concrete, class".," tie sum if Fitfeen Dolars per cubic Jard 4S. Concrete, class "C" the sum if Eleven lollars per cubic yard 49. Reinforcing Steel, In place 'he sum of Six liolars p. r hundred pounds. tOUMtT V Ikl I 1 1 I II, of Portland I licgou. forronstructing that portion of said highway from the east lino of CI it.q. County, to Tide Creek In Columbia 'ounty, being as folous: I. Embankment, haul not to ex ceed 3U0 feel, the Mini of Twenty ight cents per ruble lard 3. Karth Excavation, haul not to xeeed 300 fet, the sum of Twenty Icht cents per cubic yard 5. Hard Pan. haul not to exceed 200 feet, the sum of Thirty nine cents per cpblc yard. 6. lamse Rook, haul not to ex ei'd 300 feet, the rum of Forty cl-lit ents per cubic yard 7. Shell Hock, haul not to ex eed 300 feet, the sum of Forty eight -tits per cubic yard ? 8. Soft Rock, haul not to rx eed 300 feet, the sum of Sixty ents per ruble yard. 9. Hard Rock, haul not to ex eed 200 feet, the sum of Eighty five cents per ruble yard 10. Hard Rock liorrow. haul not to exceed 3(10 feet, the sum of i'i ;l,ty five cents per cubic yard II. Rip Rap Loose, haul not to exceed 200 feet, the sum of One and 2.V10O Dolars per cubic v.ird 12. Rip Rap, Hand Placed, haul not to exceed :!uj f,.,.t, t,0 ,,, of Two and 25-100 Dollars per cubic yard. 13. Any of the above named mat erials hauled more than 200 feet, the sum of One and one half rents for each additional loo f,.,.t NOTE All overhaul on grados over 3 per cent l t . interpret..) as haul down grade. H Clearing. llK,t, the sum of One Hundred fifty Dolars per acre. 15. Clearing, heavy, Iho Hum of Two Hundred Dollars per ncre. 16. (Jrubbing, tim mm, f ()m, and C0-100 Dollar, per square rod. 17. Wrought Iron nnd Spikes In structures, tho sum of Six rents per pound. . 18. Timber and Plank, in struct ures, the sum of Thirty Dollars per 1000 feet, board measure. 19. Timber Criblng, In structures the sum of One and 00 100 Dollars per square yard. 20. Piling. Cut or, in structures, the sum of Tw nty five rents p,.r lineal foot. 21. Piling Driven, In structures, the sum of Flfly rent por )eai foot. e 22. Blind Stone Ih-alns, the sum of Fifty cents per lineal fot. 23. Tile Drains, in place 4" dlametf-r (porous tile) the sum of twenty rents per lineal f(,t, 24 Corrugated Iron Pipe, tn place 12" diameter, the um of One iol 2II-HI0 IHillar per lineal foot 2,-,. Corrugated Iron Pipe. In ,, ,e IS" diameter. lh um of On un l III) 100 IHillar per lineal fool. 2U. Corrugated Iron Pipe. In pi ... 2t" diameter, the sum of Two uud :i) lUD liolars per lineal fool. :T. Coiicrel.1 Pip". In place 12" ,11 ter, the i.r.m "f Seventy rents per lineal foot : s ( oiicrete Pipe. In plnr 18" ill. meter th" sum of Oim uiid4u-l00 llollan per lllieil foot I'll. Concrete Pipe. Ill plneo 24" iliatne'er. the mill of Two nnd 00-100 I lull irs per lineal foot. Hilled 'I lie. Ill place " dia meter, the sum of Forty cents por lineal (not 2 1 Vitrllied Til", in pin"' 10" diameter, il.e sum of Fifty enl.-H per It'K il tool 22 Vilified Tile, III place 1J" diameter, the sum of Sixty cetils per lineal foot. 2 .1 V It I tied Til", ill plC 18" .I'liui.'ter. ihe sum of One and 30-100 ! Dolars per lineal fool. 2 1 Vilified Tile. Ill place 24" !!; iii.-t'-r. the sum of Two and 40-100 Iiollars per lineal foot 2a. Reinforced Concrete Pip. In place 12" diameter, the sum of Olio and 60 100 Iiollars per lineal IO.lt ad Reinforced Concrete Pipe, In place I S" diameter, llie sum of Two and oo-1 00 Iiollars per lineal foot. 2 7 Reinforced Concrete Pipe, in place 21" diameter, the sum of Two and 00 100 Ihillurs per lineal foot. 2v Reinforced Concrete Pipe, In place diameter, Ihe sum of Three i.nd SO-lnU Iiollars per lineal fool. 2i Reinforced Courrcte Pipe, in pi ce is" diameter, the sum of five and 00 loo lKillars per lineal fool 41 Rubble Masonry tdry) 1' lo i; high, the sum of Two Iiollars per square Jard 4 1. Rubble Masonry tdry) 6' to 12' high, the sum of Two Iiollars per square )ard 12 Ruble Masonry (dry) 12'lo I s huh. the sum of Two and 25-100 Ull..i p.-r square yard i: Ruble Masonry (dry) IS" to .'I hii-li. (he sum of Two nd 50100 Doll. us p.-r tquare yard II Ruble Masonry tdry) 24' lo '.'i' huh. the sum of Two and 75-100 ls.li.tr per square yard I.'. Rubble Masonry (dry) 30' to 2';' hlkii, the sum of Three and 00 loo I h.l.irs per square yard 4i i on. r. t.'.rlas,"A" Ihe sum ..f Fourteen I Hilars per ruble yard 4.' ( sin rete. c lass "II" the sum f ThirtMi Dolars per cubic yard. 4 Concrete. class "C" the sum of Twelve and ,',0-JOO Iiollars per cubic ar.t 4'.i Reinforcing Steel, In place the Mini of Six K.lars per hundred potiudi M.OtM: Itllol lit ItH, of Seattle, ashiuKtun lor constructing Section No. five, of aid Highway, uUo Section No. four lor same prices, exce pt grubbing, on No lour, will be two Iiollars. as I ollows I. Embankment, haul not lo ex ceed 20O feet, (he h u ill of Twenty eight rents per cubic yard :l Karth Excavation, haul Uot to I "00 r.-.i. the sum of Twenty eight cents per cubic )ar.l 4 Hard Pan, haul not to cx- ' 1 :t"U 't. the sum of Forty five cents p.-r cubic )ard laiose Rock, haul not to ex- ' 1 :;t"' '"' I. th" sum of Fifty cents per cubic yard 7. Shel Ruck, haul not to ex ceed 200 feet. th.. Kiim c.f Forty cents per cubic ard 5 Soft Rock, haul not lo exceed f 'he sum of Klfty cents per cubic yard !' Hard Roi k. haul not to exceed !"') feet, the ,,, f ll(.ty r,. p.r cubic yard. 10 Hard Rock Itorow haul not vx' 1 :!," '"l. the sum ,,f one Dolar per cubic jard. II. Rip Rap l.oso, haul not to x cee.l 300 feet, the sum of One DoH.r per cubic yard ? 12. Rip Rap, Hand placed, haul I"'1'" ' ' feet, the sum of Two Dollars Bl u,.,ty five rents l"T cubic yard. ':' Any of Ihe above named lnt. 'rials hauled more than 300 feet, tho stun of lw. cents for each ad ditional 100 feet. NOTE -All overhaul on grades over 3 per c. nt is i , Interpreted as haul down gra.ln. 14. Cle.irl.ii ll.l.i "'soi. cue sum Ol I One Hundred Iiollars per acre. f 16. Clearing, heavv tt. ...... "no Hundred and Seventy Five Dol bus per ucre. irublng, ihe sUm of One m.ilar and Hfty cents per square rod. 17. Wrought Iron nnd Spikes In slructures. the of Klr P"r pound. IS. Umber and Plank. In struc tures, the sum of Twenty-five Dollars per looo feet, board measure. 19. Timber cribbing. In sirurtnr- the sum of Two Dollars and Twen ty five rents per square yard. 2 I'lllng. Cut off. In structures, 'lie sum f Twenty .,., pr 1nrBl foot. 21 Piling, Driven In structure., tne sum eat loot. 22. Blind Otis fir.... of Kovcnlv ... " 2, t... : nil, h . 1 l.lMlMf i It... . . r 1 U1 ""'I llltbk ly IK'UlB per llne.il f, ' 24. Corrugated tro "I'lme.i'r. tlt IHillarr and fort fool. 25 Corrugated lt,m place IS'.' diameter. Hhi Dolsrs and twei.tr s llnml foot. 2. Co.rugi'.d !,. , Dolar per lineal ,., ... "...II ...... ru f l.l:ice 12." diu, . ... .. ' IT 101 fc, Otm llolar and ten rD(, . j r., 4 28. Concrete Hp, diamoter the sum of Out Fifty emits per linnal i ... ... ... . w diameter, the sum of To J t aw. . sum nny imiu per lllKml foot 30. Vilified Tile, a p-Mt r meter, lite sum of Silly lineal fot. 31. ltrlfl.d Tile, In fa cTTauieter, the sum of Kltthty per lineal foot xnnuiNi i no la diameter the sum of )t) rx,. 10 tenia per lineal foot. 33. vitine.1 tii. la fa diameter lh sum of Ouj v, fifty rents per liio-ul fut. 34. Vilified Tile, la fa . diameter Ihe sum of Two tabi Fifty rents per lineal foot 35. Reinforced t'merH Pij. place 12 diameter, tli iit4 IHillar and fifty rents psi hm, 36. Reinforce.! Conrrsu r "1 plan IK diameter, tlis iina liolars per lineal fool J7. Reinforced ConroHt f-pT" place 24" diameter tin xua tl iKiiara an.i sevintynv rtwti i lineal foot 3. Reinforce, I ConrreU f place S" d'umet r lm niui o I Dolars ami fifty reiti y, M foot. St. Reinforced i,m-m'.j fp plare 48" diameter t he exit of yJ Dollars per lineal foot. 40 Ruble Ms-ou y (Urt i V 6' high, the sum i f ci.n Ik.Ui iJ Fifty cents pr q n.r yar i 41. Hubble Masonry (dryl r 12" hlRh, Ihe sun o' iu Wit-J square yard. 42. Ruble Maso.ir) Ur.i I; IK' high, the sum of Two 1W and fifty rents p r squara yr4 43. Rubble .Masonry (dry) ' tn 24' high, the sum of Thr t Inra per square yard 44 Rpbble Masonry (dry) ! to 30' high, the sum of Threw l Urs and fifty rents per squaw 4 5. Rubble Masonry (dryl ' to 56' high the sum of Kosr DuM per aquaro yard 4 6. Concrete, rlass "A" Ihtm' of Fifteen miliars per cubit jru 4 7. Concrete, class "II" tin f of Fourten Dollars p. r cuble v 4S. Concrete, class "('" tin of Fourteen lo!rs per ruble yH 41. ItelnforsU.g Steel, il f1' the sum of Sli l.lar per pounds. ( Continued next week ) K-sTI Il:M-tl. A. r Will UK Im ltd I IVK A concerted effort Is belnl B"! bv the Alumni Association ol t Oregon Agricultural College to kKwi all ex-sludents of ihe coll-g ""I several thousand loyal suportfrt ' () A C . who left before gra.tMl'" xre to be mad associate menibcn the alumni. Remarkable returns nrs brW sel.t iiollrutlnc an imtnMi II, one Comltlf 1111. . .. .... iivsr W at orvaiis, junu Alumni and Kx-Studetils !' rnad Imb heard from, and sa f ton. lance of aliout 1000 seems Mf ml Throuch lb courtesy of tli A! nae whose present addresses at un file, are requested to n I .Ire.. .1 nnm In the S-crctary, l "', new (). A. C. Alumni lleadqusff III Commercial Club UM VoTt Oregon. Important InformslW concerning the "Rally" ""d plana for Alumni orrxiia'1'"1 M l.l. lll 1 mailed them. .. ..Iln( tW many oi tnoso - II..II- T c.l. nl.n lo eo lo ""' land for thu Rose Festival oa 9t li-l Oth-1 1th and 12th Unclaimed Letters ia' tu unnwimrti m . .i ... . m fr Hid wkW" Ing May 23rd, Itll. Mr. Percy Campliell. Mr. C. E. Jackson. Alfred Mathews. Mr. J. W. Tripp. Meters unclaimed by J'"1 4th. ltl will be sent to the Dead b" ofrice. IVA K. IHII'P. r. Mrs. It. C. McCoy of W SL Helena visited friends and rehxt" In Portland last Monday.