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HomeMy WebLinkAboutAPA1356•· . I ~ --~ -. __ _::._• ~-_:.. ---· ·~ ,..........__. _______ _..__..__._,_~ -· ·I ~. ;I :I 1 ...-;J [I 1 I fl . I. 0 t .• :. ·•. ~· . fl fl --------- . . ~. \. L II II .~ SUSITNA HYDROELECTRIC PROJECT . EBASCO ESTIMA~riNG PAC~~GE - ------~----- NOVEMBER 20., 1981 .. •••• • ••• -- '1 -· ~I ... ~ ._. ~I ~- ,l:·· ,: I ;··. •· " r ~ ..• ·~ .· . I I r.;• ·~ [I J rt - . .. 11 ~ ... ~:. -·.·; .. : ,':-~:'~~~ .. 'f·. ··~· .. _. . ,. ... . .. -. -~ SUSrTNA HYDRO£l..ECTR.lC PROJECT IDtasco Estimatingi Package . _ November 20, 1981 l .. GENERAL -- L.l -'Cost Estimate General Guide 1 ines 1.2 -Computer Code of Accounts 1.3 -Information Package 1 o 4 -F1re l imi nary FERC Code of Accounts 2 -Wf\T1ANA ....,..a-z 2.1 -Pre1 iminary Estimate Computer Sheets -Watana · List o-f Items and Quantities . 2.2 -Construc:tion Schi:,Jule ~ Watana 2.3 -List of Drawings 2.4 -List of Assumptions 3 -DEVlL.CANYON .:· 3.1·-Preliminary Estimate Camputer Sheets ... Devil Canyon L tst of 1 terns and Quantities 3.2 -Construction·.Schedu1e -Devil Canyon 3 .. 3 -List of Drawings 3 .. 4 -List of Assumptions '' .-'": ···.I ••• I 't' ... '~• I ;I r:- •• :I ;I II fl r·~ tl tl~··· . . [I r-~· . fll ·r. . u SUSITNA·. HYDRGEL£€TRI C PROJECT · . . . Cost Estimate General Guidelines ·-·2. The ·following guidelines are being used in the preparation of cost estimates: , l~ · All costs are in .January 1982 dollars. No allowance is being made for ~Stt:11ation. 2 . .~ The summary cost estimate lists a~11 the· accounts applicable for hydroelectric power development. We have indicated those accounts. underw:hich we do not plan to make entries for this estimate. 3.. Contingency is being assessed and applied to each group, that is Production Plant~ Transmission Plant, e.tc. ~ rather than to the. project as a who1 e. ~ 4.. Generally, items ine,lude both direct and indirect construction costs.. The construC::t1on camp including maintenance and operation ~is carried as a project indirect cost under Account 63. I .. I: ... ·I . · ..• _:· p~<4-T" . ;I ,:--, ... :I ,~··· ;I ·-· il rl :.-~. .• f'_, ll fl [I ] [I 11·· ...... •• • '' •• • • • ', •, • ', o : ' • A""' • o SUS ITNA HYDROELE,CTRIC 'PROJE~ . . Computer .. Coc!_e· of Ac·counts ar~d Quantity L i?tin,.g The ~'llputer listing ~f quantiti~s"for Devi1 Canyon and Watana reflect the present level. of preliminary quantity development. The listing is .based upon the· FERC Code of ~ccoun'ts and has been adapted to fit the specific r.equiremen.ts of the Susitna Project. A sunmary of the~·prin- cip1e account headings is attached. .. · . The finaliz~d detailed estimate will be :developed from the present computer listing~ As final quantity takeoffs are completed, some of the ·line items wi11 be expanded. Sinrilarly, some of the items listed may be de1etect. Also most quantities wi11 be revised.· As drawings are cc;,mpleted, on a structure-by-structure basis, Acres will update the quantity takeoffs. The present package will then be updated by transmi tta 1 to Ebas.co of the fo 11 owing: 1. Copy of th~ new Ot" revised drawings used 2 .. Listing of takeoff quantiti_es on a revi~ed computer printout 3. Listing of any revised assumptions 4. Additional information as might be relevant. TherS! are several points. whi·ch shou1d be noted: 1. Most quantities are based upon very pre1 imi narjt arrangement drawit1QS., Quantities will be reviewed and updated as the final· drawings are develgp~9~ · 2. Concrete quantities and prices are being developed as being rJ.l1 inclusive except for reinforcing steel wilich is bei·ng estimated on a 1b/ey basis. Concrete quan· tities will be presented based upon the location anti the level of forming_effort required, _for example.,_ concrete wal1s formed on one face, concrete walls·formed on two faces ~ etc.. 3. Construction roads will generally be applied on a per mile basis to the:. associated structure. The present computer 1isting carries a line it~ for total mileage- which will be distributed on future updates. 4. GrQuting requirements wi11 be listed by ·the ·length of drilling and the grout take estimated. 5. The mecharri ca 1 and e 1 ectri ca 1 i terns in Accounts 333. 334s and 335 will be developed in more detail as the engi<!!~ri l!9.J~~s.ign progresses. l-2 <I ,_, ... .,, I •• .,, 'I r-· • t·· • I·. • ,. It ' < il ft r. ·. Ll. r~ !) [l tLI··-. . . ' . " . [I Ll .. t . '····· .. J1. ' ---' ~1 .... 6. .Rock quantities have been divided into two categories • Genera11y~ it is presently assumed that the top 10 feet of rock is weathered and not suitable for use as dam fi11. This rock quantity is "~abe1ed "rock waste.n A11 rock be 1 ow 10 feet in depth· ·i.$. assumed to be suitable for . use ·as dam \~ill' material and 'is labeled urock usable." It is presently assumed that underground excavation spoil is ··.·· completel'y wasted. 7. Foundation treatment quanti tie$ have been developed for the major structures. The extent and type of treatment will be specified at a later date •. 8. An item for safety protection has been included in areas i nvol vi ng 1 arge rock cuts • The extent and . method of worker protection will be specified at a later date. 9 • . The computer 1 i sting bas been coded with an u A" or '*B" code. This fndicates that the quanti,"t;y far the listed item is presently in.cluded as part Qf' 1~e quantity for the item inmedi ate 1y above nA" or immedia:t~J.Y. P~l.QW usn. An item wij;h s.imp1y a uo" (zero) quantity-1ntfic~tes-'t~at the item ·may or may '"'ttcO:t ,be incl:uded in future revisions as the engineering design deve 1 ops • · I.ncluded is a sunmary of estimating assumpti·ons made for development of the quanti,ties for the various .structurP-S.. These should be used as ·a guide tOwards the present 1 eve1 of quantity development. S1 ight discr·epancies with the project drawings may exist due to changes in design or assumpti ens. · l-3 301 •J02 303 ESTIMATE SUMMARY ·vnEtiHlNARY ftrtc conE or AtCOUNts CLU::l~T Ali\SAA POWER AUTHORITY TYPE OF EStiMATE Preliminary PROJ~CT __ ..;;;;..SU.;;...;;S;...;.;.I...;;..;TN..;.;..A;....H;..;...Y~D.;;_RO.;...;E.;.....;l~EC.;....;.T ...... R_lC_. __ PR_O_J.....;EC__;,T __ _ APPROVED BY_. ___ , __ _ DEf;cRIPTtON· AMOUNT TOTALS INTANGIBLE PlANT Organization JOB NUMBER . 5$100.00 FttE NUMBER 11$700.06 SHEET 1 OF 6 BY bATE CH1<D .. -o-DATE No Entry No Ehtry ---- franchise.& Consents ~iscellaneous Intangible Plant total intangible Plant •-------+---·----'• No Entry · • ·;- ,.,,>,··-i~o¥· ~-, •. -. • ' . ....-...----ESTIMATE SUMMARY PREliMINARY FERIC coni:--oF AccouNTS . ct.tENT AlASKA POWER AUTHORITY TYPIE or ESTIMATE PreliminarJ'_ • t PRoJEtr ___ s __ us_J_...TN_A~HY_D_R_OE.,..;...l_E_cr_R_Ic_P_Ro_J_E_tr_. _____ No~ DESCRIPTIOrt PRODUCTION PlANT 330 land & land Rights 331 l>ower Plant Structures & Improvements 332 Reservoir, Dams & Waterways 333 Wa terwhee 1 s , lurbi nes :l Generators 334 Accessory Electrical ·Equipment 335 Miscellaneous Power Plant Equipment (Mechanical) 336 Roads & Railroads Subtotal Production Plant Contingency Total Production Plant APPJlOVEO BY _________ . AMOUNt TOTAlS , JOB NUMBER mi:/OfL 00 filE NUMBER. ff$/00 .06 SHEET __ .u:...2 __ ·-·-(tF-....,...;...6 __ BY ___ _,..,.,.,_ tlATE __ ....,. CUKD :OAT£: -. -w ••• 711 __ 1 -~~: -.-., ...~~ ......... > -·-... '!' ............ -..... , ,...._ .... ~,\ ·~ ... ·~""'"~ '.~, ... ·~"" .-. ··-: '.., --f-:··--~-;-------•• . ESTIMATE -SUMMARY I'RELI~UNArtY FER.C CODE OF ACCOUNTS CliENT AlASKA POW~R AUTHOR JlTY TYPE OF ESTIMATE Preliminary PROJEcT ___ su_s __ Il_H ....... A . .;..;..R_YD_;.R_O....;_EL;;;;_;E;,..;..cr~R.;..;:.It..:...-~P~RO~J..::.Et.:..::T ___ _ APPROVED BY----------- tHKO -OATE No. -DESCRIIPTION AMOUNt TO TAtS TRANSI~lSSION PU\NT 350 'land & land Rights 352 Substation & Switching Stati~n Struct~res & Improvements 353 Substation &·Switching S~atlon Equi.pment 354 Stee 1 Towers & Fixtures -- •' 356 Overhead Conductors & Devices 359 Roai:ls & Trails Subtotal Transmission Plant Contingency ...... , • Tota1 Transmission Plant -en ... •- .. ---··esTIMATE SUMMARY PREliMINARY ~ERC CODE OF ACCOttHTS CtJENT AlASKA POWER AUTHORITY TYPE OF tSTIMATE~ Prelimt.nary .. f PRoJEcT ___ su_s_I....,..TN_-A_· _nv_n_RO.,.._E_L_Ec_T_R_lc_· _P_RO_J_Et_T_' __ APPROVEb BY --------- No. · OESCttiPTION. .. GENERAL PLANT . 389 land & tand Rights 390 Structures & Improvements 391 Office Furniture/Equipment 392 Tran~portation Equipment 393 Stores Equi~.ent 394 Tools Shop & Garage Equipment 39.5 396 ~,abor~tory Ettui pment . Power Operated EquipmetJt 397 Conmunications Equipment 398 Misce11aneous Equipment 399 . Otlier Tangible Pro.perty Subtotal General Plant Contingency total General Plant • AMOUNT TOTALS .. JOB NUMBER PSJt00 .00 FILE NUMBER K700 .06 SHEET . 4 -OF 6 ------BY -lJATE_..........,.,._ CHKD UATE Under 330 . -·~~~-.--~··-•""--·~~-.·· • ESTIMATE SUMMARY PREllMINARY tERC CODE Of ACCOUNTS CUE NT' ALASKA POWER AUTHORITY · --, PRoJ~ct ____ s_u_·s_IT_N_A_n_·v_o_Ro_E ___ l'--Ec_r_R_Ic_P_Ro_J"'--E..;...~r __ __ No. DESCRIPTION .-~-INDtRECT COSTS 61 62 · Temporary Construction· Facilities Construction tqutpment 63 . Camp & Ccmm.i ssary 64 · tabor Expense ~ 65 Superintendence 66 69 ~ f-.11 .Insurance Fees -Note: Cos~s under accounts 61.; 62~ 64. 65. 66. and 69 are ·included tn the app1roprlate direct ·costs listed above. &, Subtotal Indirect Costs Contingency Total indirect Costs TYPE"OF ESTIMATE Preliminary APPROVE.O BY· __ ----.:., __ _._ AMOUNT TOTAlS . ' JOB NUMBER D$700.00 . FilE NUMB Eft· i.f$700 "'06 sHEET ·s or 6 ----OY .._. ----\lATE ----CHI(O 'UATE See Note See Note See Note Note See ttote ·---· ESTIMATE SUMMARY -PREliMINARY fERC ~ODE OF ACCOUNTS CLIENT AlASKA POWER AUTHORITY tVPE OF' ESTIMATE Pre11mi nary J1]tOJECT ,_. _ __;;:;,S.:;.,;US;;;.;;;I:...:...T.:...:;;NA...;,__;,_;H...;;.;YD~R.;...;.O,;:;..El:;;:.;;:E.;...:.t...:...;IR..;....I..;;.t_.P__,R;:_OJ_E.;_Q:..;_I __ _ No. DESCRIPTION ~VERH£AD CONSTRUCTl~N.COSTS (PROJE~T IHDIRECTS) 71 Engineering 72 legal Expenses 75 Taxes 76 Administrative & General Expenses 77 Interest .. 80 <-ERrnlngs/Expenses During Construction .. Subtotal Overhead Construction Costs ·Contingency Total Overhead Construction Co~ts Tt1TAt ESTIMATED PROJECT COST . . APPROVED BY _____ ........_ AMOUNT TOTAlS i£ • 2 c .JOB NUMBER f'SJOO. 00 FILE NUMBER !f$700 .06 SHEET 6 OF 6 BY bAT£. ---CHKO DATE R~lU<S :, I I ~;I :t ' .. -.•. :;::-,' " " f"'" Ll. [J Fl·· ,.....:. .•. ··1' ' '' ' ' t ~·· ll L...-. SUSITNA HYDROEL.ECTRlC PROJECT LIST 'OF DRAWINGS -WATANA November 20, 1981. DRAWING.NUMBER SK·S700-C6-218: SK-5700-C6m220 SK-5700-CS-222 .SK·570D·C6•226 SK-S700-C6-236 SK·5700-C6-237 .. TITLE "-- Watana. -Valve Type Spi11way Alternative General Arrangement.· Watana .... Valve Type Spillway A1ternaticve ft1ain Dam and Diversion Watana • Valve Type Spi11way Alternati·ve Power Facilities ·and Spillway Watana -Underground Powerhouse 6 x 165 MW Units -· Section Watana -Diversion -Plan at lntak.e • Watana-Undergro~nd Powerhouse 6 x 165 MW Units ·-General Arrangement and Section Watana -Undergr.ourid Powerhouse 2-1 6 x 165 MW Units -Plans and Section ,, --~I; 'I - t_· -··· ~ . "~-~ .. ,~I ~' ~ ' :I r-~ .•... ¥· . . F1 ..,.. .. . :I r.· t~l Dl-~_ •... . Llf~•'! i [I [J . rl-, -~-1 ~~_~ __ ,._ ... ,, ! . . r . . \,;._,...,. ,' - - / • .- SUS!TNA HYDROELECTRIC PROJECT _b.j:r,of £sti~ttns.. Assumotions-Watana 1 • MAIN DAM 1.1 -Dam -- o Neat volumes i.nereased by one prec~tlt for sett1ement caused by seismic event. · o Excavation -Ten_ feet into weathered rtick under shell; 40 feet into weathered rock uncier dam core. 1 .. 2 -?rcutiljg and Dr_ainage o Co\1so l ida ti on grouting under core and fi 1 te.r area -Pattern is 10 foot by 10 foot grid with holes 40 feet deep. Grout take i.s 4 cf/lf. __ · · o Curtain grouting under dam and abutments -Main curtain from top of abvtment to top of abutment is 4,600 feet in length. Curtain also extends 600 feet on top of left abutment and 400 feet along top of right. Double row grout curtain with five foot ho 1 e spacing assumed~ Main-dam average ho 1 e depth is 2QID feet; right abutment hole depth is 200 feet, and left abutmen,t hole depth is. 50 feet-Grout take is ·2 cf/lf. o Three inch diameter drain holes assumed. 1.3-Grouting andDr:ainageTunnel$;. o Shafts are ten feet in diameter .. o Shafts have two inch shotcrete 1 ining full length •. o Shafts .are rockbolted 25 percent of tunnel-length; bolts .are four· feet long with three bolts/six linear feet of shaft. o Tunnels are 10 feet in diameter, horseshoe shape with a two inch srrotcrete lining on. crown, and one foot th;ick concrete base slab. · · -. . o Rockbolts for tunnels are four feet long, one inch in diameter, and spaced in 2 l/2 foot by 2 l/2 foot pattern for 50 percent of the tunnel length. ·-- 2 -POWERHOUSE AND_ ASSOCIATED ITEMS 2.1 -Powerhouse, Sur:ge Ch!mbers, Transfonner Gallery, and Assoc;iated Tunnels · · o Concrete retnforced at 100 lbs/cy. o Entire -crown a·nd 10 percent of wa 11 area ·r-ockbo l ted with a fi:ve foot by five foot patternt 20 bolts/ton .. ~ 2-2 ··1·': -. . . ····_· . _,..._ . J • . :f Jt'-..... :J r,l. -t. ' [J [I r• La- I [I r--.;:. ' r-... _,_--{ ·.. . f . ' ....... ; -l.is·t· of £stimati·ng_ Ass#lmptions -Wataria Pa~e Two · · November 20, 1981 · 2.2. • Sha.fts. & Tunnels 2~2 ... 1 ~ Cable Shafts o Diameter is ·7~5 feet. o Reinforcing stee1.80 lbs/cyo o One foo·t thick 1 ini ng c o Fifty percent rockbolted with a five foot by five foot ·pattern. 2.2 .. 2 -Main Access Shaft . -. - o Twenty feet in diameter. o Two foot concrete -l·f:rring. o Fifty percent rockbolted with a five foot by five foot pattel'-n. · 2 .. 2 .. 3 -Access Tunnel .... .., ·--es o Concrete base slab one foot thick with 80 1bs/.cy rein-forcing steel. . o Twenty•five percent steel supported. o Twenty•five percent rockbo1ted with a five foot by five foot pattern. o Thirty-three feet wide and 2B feet high hors~shoe. Z .. Z.4 ·-Secondar:t Access Tunnel o Nine inch base slab with-SO 1bs/cy reinforcing steel. · o Twelve-foot horseshoe un1ined. o Twenty-five percent rockbo1ted with a five foot by five foot pattern. o Tw~nty-five percent steel supported. 3 -POWER INTAKES & SPILLWAY INTAKES 3 .1 -~ Structures o Structure reinforced at 100 1bs/.cy. o Mass concrete poured behind structure to top of rock. o Concrete contact area bolted with five foot by five foot pattern and 20 bolts/ton. · o Backs lopes cut at l: 10. 3:2 -f\ppr,oaeh . o Approach channel side slopes cut at 1:4. 3 .• 3 -Consolidation Grout o Consolidation grout under structure in 10· foot by 10 foot pattertl, With ho 1 es 40 -fe~,t de@R~--Grout take is 4 cf /1 f. 2-3 ' ' ·~~-""~-=---===-- " I : .•.. ' . ..--' 'I-· ,_, (1. ·~ ~-_r, il "·,·" fJ ·r· =· [J Tl [J Fl tJ rt .•.. L '·[J··~· · .. . . . . . . rl·. .. . . . . j...J Ll rl l. . ~ :l..i st of Estimating Assumpti.o.ns ...-W1ta'r.a Page Three . · · Novernber 20 ~ 1981 4 -PENSTOCKS o Fifteen foot inside diamete~. o Two foot thick concrete liner·. o Reinforcing steel ~0 lbs/cy. o Two inch thick steel ., i ner for 1 ower 150 feet of penstocks. o Roc~olted in. a five foot by r;ve foot pattern~ 20 bolts/ton for SG,}iercent of penstod·length .. 5 -TAILRACE o Nine ·inch th-ick ·snotcre.te 1 ining. o Total length is 2,500 1 inear feet. o Thirty-four foot wide horseshoe· t1:1nnel. o twen.ty-five percent length supported~.Y-J:D.ekbolt!L~fi·ve foot by five foot bolt pattern,-20 bolts/ton). o Twenty-five percent length supported ·by steel. o Mesh for :shotcrete 60 lbs/cy, 80 lbs/cy reinforcing steel in concrete .. ;_-~·-, 6 -SERVICE/AUXILIARY SPILLWAY· * ~- 6.1 -Service Intake o Assumpti.ons the same as for power inta-ke. ·s .. 2 -Soillway·"tunnel --. o Spi11way tunnel is 2,.040 feet in length, two foot thick concrete lining, and six inch overbreak. o Reinfqrcing steel so lbs/ey. o Steel support 25 percent of 1 ength. o Rackbolts in: a five foot by five foot·pattern, 20 bolts/ton, and 50 pe!!c-ent of length. · · · 6.3 -Auxi1iar;2 Spil1wa.x_ . •· . . . • o Auxiiiary spillway reinfQrcing steel for: gat~."structure, SOlbs/cy for slab and 120 1 bs/ cy for ;walls. o Rein:forcing steel for chute, 40 lbs/cy itl wa11 af;ld_SO lhs/ey in slab. o· Spillway reekbolted in five foot by :five foot pattern} 20 boltS/ton for . entire length ... .. .. :a l ;I r tJ ·il fl "-"' Ll ..,_ ; •. ~ ' L n Ll :--.-~= c t :. ; ..... - ~ ·~1. ;:..,..; Ll [J c[J 1·1 Tl List of Estimating Ass~rmptions -Watana. Page .Four. . . · ~ovember 20, 1981 7 -EMERGENCY SPILLWAY o Unlined r-ock channel. o' '--~Excavated a minimum of 40 feet into weathered rock. 8 ·~ OIVERSTON •-- o Two diversion tunnels each 4, 200 feet in 1 eng.th ~ 35 foat inside diameter.. · o Fully 1ined with concrete one and-one-ha1f feet thick, steel support inc 1 uded for 25 percant of 1 ength. o Rockbol ts 25 percent of tunne 1 with a five foot by five foot pattern$ 20 bo1tslton • 9 -COFFERDAMS . 9 .1 -~.!!2$tream Cofferdam o Sl~rry wa1_1 extends to top of rock, approximately 70 feet. 9~2 -Downstream Cofferdam o Slurry wa 11 e>'tends through fi 1 ters into a 11 uvi um and to top of rock_; no core section in dam. 10 .. SADDLE DAM & RELICT CHANNEL CUTOFF 10.1 -Saddle Dam o Crest elevation is 2~240 feet. o Ten feet excavation under entfre dam. 10.2 -Cutoff Wa11 ' . -. o Trench is 4,800 feet in length and three feet wide; maximum depth is 100 feet. · · 10.3 ·-Grout Curtain o Length is 9 ,400·' feet with a ten foot by ten foot hole pattern .. o Two thousand one hundred f-eet of grout curtain is five holes wide with an average depth of 313 feet.. The remainder is three holes wide with an aver~ge. 11depth of 180 feet deep. \\ / \:.::::/ 2-S I " ........ I -:I ~-,, ·-· .. ·I .- ~I -;~I· ·. .. ~ r.·l· ' ; ..•. ! ·~ .. . . . .. r·J.···. ; .· , ... .. '- [I [J ~.: •. "/,-', -~' - r,··· . ' ~ . ' t1,..::-- :~':l· .. -- - SUS!TNA HYDROEL£CTRI C PROJECT J::l2,,...,T .... O;;.o;..F"""'iD .... AA...,W...,I.N.GS.._·· ~-..... D._E....,.VI-.L,_,CAN...,... ...,.·.....,YO .... N ~tio~vember· 20~ 1981 SK-5700-t:ft-305, · · SK-S?oo-c:·S-31.2 · SK-5700-CS-313 SK-5700-Co•3l4 SK·570C-C6•62l TITLE Devi1 canyon ... Thin Arch Dam Geometry Devil Canyon -Scheme l --Sections Devil Canyon -Scheme I. Devil Canyon -Scheme 1 .. . Devi i Canyon -Scheme I ";¥. .• • I il I ~,~ >, ... . i. ·. .......... 'I ·~ -..•. . ·_-•, -:.a .. J ,.,...,_ ·.1 r:l ~- ··; .... 1·. . . ' . :·. . : ~- . ~.:;• .. k8 ·[I ·r[l· ... ~~" · .. ... j -•·. ,.~ &I :r. ': ' ~-~.--: .. ' .~ ~~ ! ~ ...... · ' "' C .. r··.··· ·. ' . ~-. > L~ ·~······· . .......... . . -··.·.1· l ' li SUSITNA HYDROEL.£CTRICPROJ£CT !Jst_pf Estimating Assumptions .. De~il ~.!JY.!m l -MAIN DAM l.l-Dam . - o Ten percent additional concrete added to takeoff quantities due to revise~ rock t_opography.. Final quantities .are to be detenntned • o Forty feet of reck excavation assumed. o Reinforcing .steel i.n dam and thrust block assumed at 7 lbs/cy. 1.2 -§routing and Drainage .. o Grout curta.in under main dam consists of two rows of holes with a five foot spacing, 250 ·feet average depth for main damlt and 200 feet. average depth for the abutments. Average grout take will be· 2 cf/lf of drilled hole... · o Consolidation grbuting consists -of a ten foot by ten foot hole pattern with .an average depth of 40 feet. Grout take will be 4. cf/lf of '~helif:CC'"-"~Arect~:gro-utidc 1 s ~the contact area and 100 feet upstream and 100 feet downstream of dam. o Three ineh 'diameter dratnage holes under main dam with an average depth of 300 feet and 10 foot spacing assumed·. 1.3 -·Grouting and.DrainageTunnels o Shafts will be.lO feet in diameter • o Shafts have. a two i:1ch shotcrete lining the entire length. o.., Shafts are rockbo1ted 25 percent o.f tunnel length.; bolts are four feet. long with .a patt~rn of 6 bolts/3 lf of· shaft. o Tunnels are 10 feet in diaineter. horseshoe shaped with a two inch snotcrete lining on crown,: and a one foot· thick base slab. o Rockbolts for tunnels are four feet long, one inch in diameter, and spaced in a 7 l/2 foot by 2 1/2 foot pattern for 50 percent of tunnel length (crown only). - 2 -POWERHOUSE AND ASSOClATED ··. ITEMS. o .Same assumptions. as at Watana ·for a 4-unit poWf!r facility including ·.· a powerho~Jse, surge chamber, transformer~ gal 1ery, fire· .Protection tank., and bus tunnels. _ r il ;. .. , ., 1 :I r-:-· ~I .~-- ·1 ra r- ~~ . v· l . ~.-\' . tl . l . ' ~ ~. .: •• ~ . . ~ " ""'--- ,..-:~ I . i·l· ·-,_. -Ll [J ll r~,. : '- [J , .... , i •. L -. . . ~=-~..., ; .' ----: . . -L.i$t ·af Estimating bsumptions ... DeVi1 CanyQn P.11ge Two-· -· November 20~. 1981 . 3 -POWER INTAKES o One hundred foot high structure. o Same assumptions as \Jiatana .• 4 -PEN-STOCKS o Same assumptions as Watana. 5 ... TAILRACE. TUNNELS. 5.1 .... One Thousand Four Hundred_Linear Foot Tunnel o Eighteen feet 'in diameter cfreular horseshoe tunnel~ two foot lining. ·· o Stee1.suJ)port 25 percent of length .. o Rockbolted 25 percent of length (five fottt by five foot .bolt pattern, · 20 bolts/ton) · o Reinforcing steel 40 lbs/cy. 5.2 ... Six Thousand Eight Hundred Linear Foot Tunnel o Thirty-two feet in diameter circular horseshoe tunnel, two foot 1 ini·ng .. o Steel support-25 percent of length. a Rockbo1ted 25 percent of length (five foot by five· foot bolt pattern., 20 bolts/ton) . o Reinforcing stee1 40 1bs/cy. 6 • AUXILIARY .(CHUTE) • SPILLWAY o S~me ussumptions as Watana. 7 .. Eft1ERG£NCY SP·ILLWAY o Unlined rock channel. o· Same assumptions.as Watana. 3-3 ·I ~· .. !I ,..,..,. '·I --• :1 . . ; t .... - . . r __ •.. :.·~1 ~-·I ...... ......... ~ Ll ;:-. . :• ra Ll [1 .... ' ·. ~ ·. . . . . r: 41 . L1···_· . ~Estimating AssPRf)tions · .. Devi1-:Canyon · ·Page three __ : · . 1·~ · · ··· · . November 20~. 19ii:t< S -!)IVERS! ON_ ntNNELstcO£FERo1;;~ ~ S.l -Tunnel : I 4; o .One diversion tunnel z, 130 V·. ~ ~ in lengfn. ~". . •. .. . . . o Horseshoe shaped with .26 feet ,in d'Jl:t.~,dter, and 1.5 foot concrete 1ini.ng .• o Mass ~oncrete, plug 100 feet 1ong·wi.th a 36 foot outside diameter • . o Rockbolts suppo~rt 25 percent of tunnel length with a five foot by five foot bo 1 t patt~rn and 20 bo·1 ts/ ton.. · o Twenty-five pe:rcent stee1 supported .. 8.2 -Portals . o All uvi urn assr.nned to be SO feet deep at portals • . o Top 20 feet of sur.face excavation assumed t\.rile-· we~si:oeu ~vex. -· . o Rockbolts used for 100 percent of concrete ·contact area (pattern 25 sf/1 bo 1 t, 20 bo1 ts/ton) • o Rei nforctng steel 40 1 bs/ cy .. 8.3 -,-Cofferdams · o Cutoff by grouting and pumping • o Grout take is 2 cf/if • o Grout ho 1 es .20 feet on~center .spacing. ·o Grout ho 1 es extend to top of rock • 9 ... SADDLE DAM o Crest elevation ·is 1,470 feet and 35 feet wide~ · o Dam slopes .are 2.25:1 {upstream} and 2:1 (downstream); o Rock excavation is 10 feet under shell and 20 feet deep under core. o Grout ga11ery ·-Ten foot by ten foot. horseshoe tunnel,, rockbo1ted 50 percent of length (crown only, four foot long bolts, 2'-6" by 2'·611 pattern.), shotcrete 25 percent of crown area ... o Grout curtacin -Two rows with a five foot hole spacing. average depth of .130 feet. o 'Drainage.-liole spacing ten_feet, depth 150 feet. -~--o · Consolidatinn grouti·ng -Area of core and fi·lters ten foot by ·ten y foot hole pattern, 30· foot ho1e dep.th, and 160, cf/1~ grout._..take. 3 .. ..c•lf. \~· ........ 1.900 1991 t996 I - I ,tc:::ctis!F~ fflllflllll'IIU £(~\fA~~TfE,I..'n.elt ;...'~'''"" :fl.!..' ~' iJllll;&iJOJill JoE®!~ lJ!!IIl-la ~)r4:; 0$/L CA.h":i~ t;.c';NST'R'~ SCHEI')U 1:: ;&,-.. ~,,.&:::>...~·1:5 JlUI!IlllUlloU f.lllU..;~ 1?'0.,..';)&.~~ ~ ,,,,.,,,~ ,._ c:O..C"!.,.~ .,. •••• .....~ ....... c..lo......"' .·• :::':m:IC..Io... ---~~- --- ( --·-----SUSITHA H'(tff;OELECTRlC F'RGJECT PREllHTHARY ESTUh\TE lJATANA ITEM . DESCRIPTIDU QUANTITY -~----------"-~------------~---------------- lNTANGlBLE PLANT ~01 O~GANIZATION 302 FRi\NCHISE t CONSENTS 303 MISC INTANGIBLE PLANT ( PRODUCTION PLANT 330 LANII & LANII RIGHTS .1 lAN!l LAND 1 -UlUTS ___ ...., __ .. _ LS ,2 LAND RIGHTS LAND RIGHTS 0 ., LS .3 M!SC CHARGES I CREDITS MISt CHARGES AND CREDITS 331 POtdEAf'LANT .STRUCTURE IHF'ROUEHEtns .1 POWERHOUSE .11 POWERHOUSE & tiRiiFT TUBE .111 EXCAVATlOH POWERHOUSE VAULT ROCK DRAFT TUBE ROCK 0 102t200 341000 LS CY CY ----UNH PRlCE t"-ttiOUNT T.OTAL ..w ___ .... ____ ..... __ _ $ t 000 $ 000 ·, ---- ( ( -.. --SUSlTNA HYDROELECTRIC PROJECT PR~~IMINARY ESTIMATE .WATANA -------ITE-M DESCRIPTION OUAH.!tTY UN'lTS UNIT PRICE f-tHOUNT. TOi1iL REliARfl~ ------------------------~--._, ________ ..,______ ---------------------..,..,... _______ ..... ___ -----------------~ ----~.-..;--~ .. _.'t;~;;;:;..~---------- $ 000 $. 000 ~ 11:3 FOUNDATION PREJ!'ARATION POWERHOUSE FOUNDATIUN PREPARATION . DENTAL CONCRETE A DRAFT TUBE FOUHDAT.ION PREf'ARAllON A DENTAL CONCRETE , A .114 CONCftETE POWERHOUSE. CONCRETE REINFORCING STEEL DRAFT TU!IE CONCRETE REINFORCING STEEL .115 SUPPORT ·poWERHOUSE ROCKBOLTS DRAFT TUBE ROCK'90LTS .116 . SAFETY .PClOTECTlt:lf.l POWERHOUSE STEEL tlESH ROCK BOLTS SHOT CRETE .. us 'STEEL/METALWORK POWERHOUSE STRUCTURAL STEEL/CRANE HETAL FABRICATIONS li!SC .119 ARCHlTECTURAL POWERHOUSE INTERIOR PAI\TITIONS ttETAL IsOORS/FRAMES PAINTING ttiSC RAILS A A A A A 31r000 0 0 0 27,~00 1t400 14,200 71(). ao 0 0 (). 0: 1 0 0 1 0 0 0 SF CY SF CY CY TON CY TON TON TO~! TON TOft sf· LS TON LS l.S LS LS LS - - ( ( -- --- --------SUSlTNA HYDROELECTRIC PROJECT-PREL!MlNAlW ES-TIM.ATE WATANA ITEM DESCRIPTION QUANTITY .UNITS UNIT PRICE ·---______________ ..... __ ...... _______________________ _ _____ ..,.___ --------__ . ____ .,.. _____ _ .-UB CONSTRUCTION ROADS CONSTRUCTION ROAIIS • 11 C MECHAN !CAL DRAFT TUBE GATES .12 ACCESS TUf.!NELS ~ F'tJRTALS .121 EXCf\'.iATION TUNNELS CHAINJ ROCK TUNNELS tSECONDARYJ ROCK PORTALS OVERBURDEN ROCK USf,:ABLE RQCK WASTE .123 FOUNDATION PREPARATION · PORTALS HORIZONTAL INCLINED ·124 CONCRETE t SHOTCRETE . TUNNELS CHAlNJ CONCRETE LINING C9NCRETE SLAB REIUFORClNG STEEL StEEL MESH SHOT CRETE TUNNELS CSECONDARYJ CONCRET.E LINING tONCnETE SlAB REINFORCING STEEL STEEL MESH SHDTCRETE PORTALS CONCRETE !tASE .SLiiB CONCRETE lriALLS REiliFOF~CING STEEL 1 99roOo 2t400 6J000 :'!tOOO 0 0 0 3,eoo 0 l!iO 0 0 120 0 s 0 0 ·l:it350 0 llO :' tiiLE LS CY CY CY CY CY SF SF CY CY TON TON SF CY .CY TON TON s::- CY !:;'( T£HI AHOUNT TOTltL ------------------$ 000 -$ 000 ---- ----- 1). '"''::0:; • . -...; ------------SUSITNA HYDRDELECTli:IC ~ROJECT PRELIMINARY EST!M~TE t.)ATANA -·---.---~, --·-~ ITEM DESCRIPIION OUANTHY UH!TS UNIT f'RlCE MHlUNt ----~--------~--------------------~-~--~ ( , .. -~---~~--~---~---------~--~--~---~-~~--- ' .12-5 -SUPPORT TUNNELS t:ttAINJ ROCKBOLTS , STEEL SUPl='OR1 TUNNELS tSECONDARYl ROCI\~9J,.TS sTEEL ~UPf'O~T PORTALS :ROCKBDLTS .t2o SAFtTY PRO.TE!;..'I'lON PORTALS . F STEEL MESH 1U)CK£10L TS SHOT CRETE .129 ARCHITECTURAL PORTAL DOORS .12B CONSTRUCTION ROADS CONSTRUCTION ROADS .13 At!CESS SHAFTS ~131 EXCAVATION ROCK ~ .134 toN. CRETE l SHOT CRETE COtttRETE L!NlNG REINFORCING STEEL _ . _____ SHOtCRETE "STEEL HESti .1~5 SUPf'ORT- RQCKBOLTS . ' i 120 350 7 :15 .5 0 0 0 () 11?000 btOOO 10 -o 0 50 rnN TON rm~ TON tON TOH TON SF LS MILE CY CY TON SF TON TON * -()00 - -~*-- -r-TOTAL ,..."'!'"< ______ _ ·---· ,> I .. -----ITEM DESCRIPTION -SUSITNA HYltROELECTRIC Pf\GJECT, PRtLIH.lt:U•RY tStXHAit: . l.lATANA ---UNIT PRICE AtWUNT ·TOTAL ----_.._ _____ ...,. ___ "":"' ____ -t ___________ ...,.._~~--,..,-------~ ----------· --------_____ ;;,_,_______ ---------· __ _, _____ _ ( c ( ~1'38 STt:EL/HETAL WORK LA'DDERS,ETC• ~'fRUC'iUilAL STEEL • 139 A'RCl-IITEC1URA.L , ENCLOSURES .!3C MECHANICAL ELEVATORS - o.H FIR'£ PROTECTION HEADTANl\ .141 £)t.CAVATION ROCK .14.tl CONCRE'rE I SHOTCRETE CONCRETE BASE SLAB CONCRETE WALLS CONCRETE ttOOF' REINF'ORClNG STEEL ·sTEEL fiESH SHOTCR'ETE .i.4S SUPPORT ROCK!<OLTS :STEEl., SUPPORT ,149 STEEL/HETAL WORK' LAIIDERS r Ell': • co 14C HECHANIC:AL ··------"·-=---~· c·.,.-.,~•-·•··-'''1 1 ~=f''IPJNG & VALVES 0 1 :a.ooo 3·f0 0 0 17 0 0 3 10 0 0 LS iON LS CY CY t;Y CY tON TD» SF toN TON LS LS $ 000 t 000 - - - """~---~-~· ..... ....,. _____ ~---- .·' -.• ·----·-lTEH · DESCRIPtiON SUSlT»A HYl:iROl::~Ef;rf{IC r'ROJECT PRELIMINARY tSTlHAT£ LlATANA. --···---wars UNlT f•tUCE TOTAL '!"!"' ___ '""'!. _____ ..._~-""""'-----------...,~ .... -..,._ _____ .. ~_ .... ....,. ________ ........... ,.... ____ .,...____ __""""__________ ---------.;,...i;.j-------------""'lr" .... ~-.;-'t,.. .. ·.'""'·..., ... ------...,- ( ~ .. " ~ ' ~15 BU~ TUNNELS t. SHAFTS' .t51 EXCAVATION ROCK HOfU.ZONTAL ROCfC lN.CtiNED ROCK VERtiCAL CONCRETE ~ASE SLAB HORIZONTAL BASE Sl.A:B INC.L!NED :WALLS ... JlllJIF SLA ~ -·REINFORCING STEEL SlEEt MESH SHOTCf<ETE t155 .SUPPORT RDCKI'OLTS STEEL SUPPORT .16 TRANSFOR~ER GALLERY .. ua EXCtWATION ROCK .16-4 CONCRETE t Sl:iOTCREtE CONCRETE BAS£ SLAB CONCRETE ~ALLS CQHCRETE ROOF RElNFORCING STEEL SHOTCRET£ STEEL MESH .165 SOP PORT ROCKBOLTS STEEL $Ul='PORT A A A A A A A "' ;,~oo. CY -: () ·CY () CV: !hOOO' CY 0 CY 0 CY 0 CY 100 TON 0· TON 0 SF ~'I-; 26 TON (} iON l9,000 CY . ~t700 CY 0 CY 0 CY 135 TON 0 . SF " 0 TON ~ 6., TON ' (J ro!:J,··· ·> --.. - ( ( ( • ... ~ ' -·---·-----StfSURA H"(ttROEl,ECttUC f'ROJECT PRELliHNAlW ESiiHATE l.JAT.ANA . t ----·-·-lTEH DESCRIPTION OUANTITY UNns· .. J~NIT PRlCE MiOUNT TOU!L --'"'----------------------... --... _ .... ___ .,._____ ------------------>#~ ___ .,. __ .,.______ _ .... _.,..-;,.____ _ _ _. _____ _ .. 17 CABt.'E SHAFTS •171 tXCAVAT!DN ROCK .174-_CtlNCRlHE i SHOTC~TE CONCRETE LININS REl.Nf'.ORCltm STEEl STEEL HE:SH Sff0TCR£T£ .175 SUPPO.RT ROCKBOLTS • 178 ·· STEELIHETAUtiORK sTRUCTURAL STEEL •179 ARCHITECTURAl. ENct,.IJSURES .17C HECHAN:ICA.L ElEVATOR .. 2 filSC, BUILDINGS & STRUCTURES tiiSC• BUlti:t.XNGS l STRUCTURES .3 PERMANENT VllLAG£ PERMANENt VILL~GE 1t9{)0 95 0 0 50 0 1 1 CY CY TON TO.N Sf' TON- TON LS LS LS t ' 000 $ OQO -- --· -----.. SUSX'TN" .;;Ef'fllROELECTRlC PROJECT f'REt.l:lil NARY EST lffATE WATANA -ITE» DESCRIPTlQN OUAtiT!TY "UNITS UNIT PRICE AMOUNT TOTAL REMARl',S ----~ .... ----.... -------~---··-,.,. __________ ..,. _ _,....... .,.,_________ --------___________ ... _ -----------------~ --------""'·--''-' .... ----~-~--~ 000 3~2 RESERVQlRi D:AM$ t \tATERQAY$ . + l RESERVOIR .11 " CLEARING CLEAR!N$ .:a lllVERSlON TUNNELS/COFFERDAMS .21 DIVERSION TUNNELS/PORTALS ,211 EXCAVATION TUNNELS . ROCK REt!OVE CONCRETE/PLUGS P.ORl'AL UPSTREAti OVERBllRD'tN-DRY ROCK USEABLE ROCK WASTE · PORT~L DOWUSTREAH O.VERBURDEN-DRY Ul'tSOUND ROCK WASTE UNSOUND ROCK USE SOUNl't ROCK USE .213 FOUNDATION PREPARAilot4 PORTAL Uf'5TREAl1 HOIUlOHTAL INCLlNED PORTAL DOW.HSlREAtl WJFUZONTAL l.NC.f..l~ED .214 CONCRETE I SHOTCRETE TUNNELS CONCRETE LINING CONCRETE SLAB STEEL LUliNG REINFORCI~B STEEL STEEL MESH SHQT.CRETE PORTAL UPSTREAM CONCRET~ HEADWAt.;L COtiCRET~ LltnNU - COllCRETE St.f•£1 _ . A 1 382r000 z,soo. 0 ''240,000 172t000 27t000 2.4,000 SO:tOOo· 0 0 {) 0 0 74r900 Q 1,200 {) 0 0 LS CY CY CY CY CY CY CY .CY i.!Y SF SF' _SF SF CY cv· TOU tON TON· SF CY C't c·y $ 000 ' ---.. ·-·-·.·· ---StJSiTNA H'WROt:lECTJUC PROJECT FREL!HtNARY ESTIMATE -:UATANA ---ITEM IrESCRlf'TlON ·QUANTITY UHITS utat PRICE MfQ.Ul-JT ton,L c ( ;-.: - ---~-------;.----------·----;;.-------~ ..... --..... ----------------------------·-------_,..._,_.,..____ --------'"""" CONCRETE PlER REINFORCING STEEL PORTAL DOWNSTREAM . i:.tl~CRETt 11EADIU~LL -REINFORCING .STEEL CQNCRET£ PLUGS . CONCRETE PLUGS .215 SUPPORT TUNNELS ·F<DCKB.OLTS STEEL SUPPQRT PORTAL UPSTREAM RO.CKBDtlS T.IEilACKS PORTAL DOWNSTREAM ROCKBOLTS . TltBACKS .216 SAFETY PROTECTION PORT-AL UPSTREAM STEEL MESH ROCKBOLTS SHOICRETE PORTA\, DOWNSTREAM STEEl.. MESH ROCKBOLTS $HOT CRETE .21B .CGNSTRUC'flON' ~lOADS CONSTRUCTlON ~OAbS 4.21C HE;CHtilUCAL GATES l RACKS UPSTREAM t,IOUNSTREA}i l.OV LEVEl RE;LE(tSES 600 .195 ·.,., 100' 90 !), 200 . 39$ 1r067 100 0 .90 0 0 0 0 Q 0 0 0 1 1 1 c CY TON C'( TON cr TON TON TON TON TON TON TON TON Sj:" 10N tON SF HI'LE LS LS t.S $ 00.0 't 000 ' .' .. J. -· j - { ( f .. ~: I -:---~--SUSITNA HYDI'fOELECTRlC f='ROJ!:':CT f'RELI MINA~Y !ST IliATt WATANA ITEM DESCRIPTION ----~-------,------~--.--.. ...;.... ____ ,.... ___ ~------->-•22 Uf'STREAH·COFFERDAH ·221 . EXCAIJA.TlON fJVERBURQEN ROCK REHQVAL DF COfF£RbAM .222 FILL CORE FINE/FILTER COARSE' FILTER ROCK· SHELL CLOSURE DIKE RlP RAF' ·223 . FOUNDATION' P.REP/GROU.TING CONSOLID'ATION G~OUT o22B •22D HOLES GROUT GROUT CURTftiN DRILL HOLES GROUT SLl!RR'V; \fAlL SLURRY WALL CONSTRUCtiON ROADS CONST"UCTION ROADS DEWATERING DEWATE'R.lt>tG • 23. . DOWNS't''REAH COFI¢;ERM1i ·231 EXCAVATION OVERBURDEN R0Cf( REHOV.AL OF COJ=FERDAM . nUANTtTY ----·------ Q () 0 so,ooo .39;000 S4t000 '77r000 43tOOO 1.4; 000 0 0 0 0 0 1· 0 0 69,00<5 UNits _.,. ______ _ CY CY CY C"( CY CY CY cY CY LF Cl=" LF CF J:ilt.E LS CY CY CY .. .• ·---... -1 UNIT PRlCE AtlOUNT TQJtiL $ $. 000 ---:-~..;;~~,.....-"'_,.,;;.,"';"' ________ ...., -----~·-·· ·----SUSITNA HYDROE(ECTRIC PROJtCT PRELIMINARY .ESTIMATE lrJATANf~: -ITE{~ DESCRIPTION QUAHTlTY . _t ( _ ...... ,_....__,._. __ ~------~"'*~_,... ________ "':"'"..,. ______ ..,._ --•232 FILL . FINE FILTER COARSE FILTER CLOSURE DIK£ - ·'233 FOUlUIATlQN PREP/GROUTING cDNSOLlDATIOH GROUT ~Ol.ES GROU1 GROUT CURTA!tl DRILh,. HOLES GROUT SLURRY WALL- .230 SLURRY WALL CONSTRUCTION ROADS CONSTRUCTION ROADS DEU~;WERINB DEWATE~ING • 3 tiA IN' DM~ -.31 HAtH DAtt .311 EXCAVATION . OVERBURDEU ROCK USEABLE ROCK tUtST£ o312 l=ILL IHPERV10U$ CORE FINE F1LTER COARSE Fil.TER GRAVEL DDWNST~EAH SHELL ROCK Flhl UPSTREAM SHELL Rlf' RAP 35,()()() 12t000 "''2•000 0 0 (): -() 27•-BOOc 0 0 9t373t000 •h 840.f 000 0 9.dl90100! 2•9:!9rOOO 3,()3(!,()()() 26,Q72J000 2'B.f2B4r000 1 t515JC)00 UNITS -~~~---- 'CY CY CY' LF CF LF CF SF MIL£ . t.S CY CY CY CY CY CY CY CY CY -UNlT PRICE AMOUNT TOTl!L --:---------·---_.....,_______ ---------"""" ---"""''f:!"!;:..J"'-.. "·-·....,--.,... .... --~-----t-000 $ 000 ---- 1 { ( ( -.:~-:::-'7-·-::.--::::::::-:-:-.::7..;.-~-= -· -' ~ i ---SU$1:TNA HYflROELFCTRX.C F'ROJ~CT f'RELH\HtAl"<Y SSTI MATE ·LihTANA -------AJiOUN'T ITEM DESCRIPTION QUM1TITY OJUTS UNIT PRICE ______ ....,.. ___________ .._. ___ . ._ ______ ~----w--------~_.....___ -----.~~-___ .,........,--.-.--""""'~---------~----------..,.. ____ """: .;r:;,;•;......,.c-._"""" ________ , $ 000 s 060 •. 313 FOUND!\ liON f'REP/GRtlUTIUG FOONDATIUN PREP HORIZONTAL 8, 40I:h O(>O SF INCLINED A 0 SF' -~"---.,-- ,. DENTAL CONCRETE liEN TAt. CONCRETE o· C't CONSOL. GROUT tSURFACEJ DRILL HOLES 890',000 LF GROOT 3,s.so,oo{J C.F GROUT CURTAIN .l:IRILL HOLES 408J000 Lt ·GROUT 816,000 CF .., : .:$15 SUPPORT ROC.KSOLtS 0 TON TlE~~CKS 0 TON .316 SAFETY PROTECTION STEEL HESH 0 TON ROC!< BOLTS 0 TON SHOTCRETE . 0 SF .317 · DRAIHAGE ~OLES 130,000 LF .3U! CONSTRUCTlON ROAttS CONSTRUCTION ftOADS 0 MILE .3t t3ROUT GALLERl£5/f'ORTALS .321 E:XCAVATION · TUNNELS/SHAFTS :ROCK HotnzotnAL 18?400 CY ROCK !NCl,..UlED 0 CY ROCl\ VERtiCAL Zt:!-00 CY PORtALS OVERBURDEN .-A 0 CY ROCK A 0 CY ---··------( ( ( ( ( ( t \ t SUSITNA HYDRO~LECTRlC f'ROJECT f•REL1HINARY ESTIMATE . t.I4TAI'~A lTEM llESCRlPTlON QUANTllY UNitS UNIT PRICE AMOUUT TOTAL REHAn~::s ----------~---·--------------_ ...... _____ ......,_...,.._,""'"t_ -----------____ *'!:___ ---~--_..,..._____ -.-:--~ _ _...___ ------.,.,.;,----~"""!1..-:;':>'t:.,.,; ;;;..(\ ......... -'""""' ________ _ .323 FOUNDATION PREPARATION f'ORTAI,.:S HORIZONTAL ·INCLINED .324 CONCRETE t SHOTCRETE TUNNELS SHAFTS CONCRETE LINl.NS CONCRETE SLAB REINFORCING STEEL STEEL MESH SHOT CRETE CONCRETE LINING REINFORCING STEEl STEEL MESH SHOT CRETE CONCRETE SLAif CONCRETE IJALLS RElNFORCING STEEL .325 SUPPORT tUNNELS ROCKSOLTS STEEL SUPPORT SHAFTS'. ~OCI\t!OLTS PORTALS RDCKBOLlS .326 SAF.I::TY PROTEC'UON PORTALS STEEL HESH ~tlCKttOLTS SHDTCRETE •329 ARCHlTE'CTURAL f'.ORTI.t. DOORS :: z, 1~0 . A 0 ss,e>oo 0 0 30() 0 0 0 0 () 0 22 ~.so 0 0 () 0 0 0. SF SF CY· CY TON ·row SF CY tON TON SF CY CY i'ON TON TON TON iON TON nm SF LS s 000 * 000 ·' I} 4 ·---.. • , ~ ·--- ( ( '· -·-·-----" ··-$JJSI;'NA HYD~OELf PRELilUNAtW ES1 '\' WI\TANA ITEM DESCRIPTICN ----------~ .. ,... ______ . ______________ .... .3~lt ./: tONSTRUCTlON ROADS CONSiRUCTION ROADS .32C MECHAN1CAL ELEVATORS ~"\ SADDLE DAM & CUTOFF'S .41 HAlN SADDLE DAM .411 EXCAVATJ;ON OVE~DURDEN ROCK USEABLE · -., "'·"~·=ROCK WASTE .412 FILL. IMPER'l.IOUS CORE: ritTER SHELL RIP RAP fiEtL ROCK SHORE PROTECllON RIP RAP UASTE ROCK . • 4·1:5 'FOUNDATION PREP i UROUTli FO~NDATION PREPARATION HO.RlZOMTAL .INCLINED .HB CONSTRUCTION RtlAlJS CONSTRUCilON ROAnS .44 CHANNEL eUToFF .442 FI.LL ,F;!f' RAP .PROJECT uuns UNrr PRlCt AMOUNT TOTAL llUhNTlTY ------~---___ .,.____ --~-----_......,......,__ __.._______ _ _____ ....,. _ _, ...., __ """"·~ ..... ~:...,.·~'"""'----..... -~---~ 0 258r000 () 0 176r000 ..o\61:000 193r000 53t000 S3r'300 93r000" 9J·.ooo HILE LS CY CY CY CY CY &Y CY CY CY CY SF SF 11ILE cv . $ $ 000 $ 000 -. ( ( . ... ------SUSlTNA HYl!ROEl-.ECTRIC PROJECT PRELlfilHARY ESTII1ATE W.ATANA QUANTitY Uttll'S -------UNIT PRICE A1:10UN.T tOTAL --------~--------------..,..,-~----"':'--~~-------.. -· --------------.,--.... ~-..... ____________ ...... _"'!" __ ... 'J!___ ~------~-------~~~~·'t.._ ....... .lH. ____ ..._ ..... ____ _ J• "' r -.44.4 GROUTING/CUlOF.F GROUl DRILL H.DLE:S GROUT SLURRY TRENCi-1 SLURRY TRENCH ,Hf« CONSTRUCT!;ON ROADS CONSTRUCTION: ROADS .s SERVICE SF"IUlrliW VALVES •51 SERVICE SPlLLYAY. VALVES • 511 EXCAVIiT!ON lNJ;..ET OUTU;:t OVERBURDEN' RClCK. tlSEA'DI..E ROCK. WASTT.:t OVERB.UlU;EN tDRYJ OVESBU~IlEN tWETl ROCK USEAlU .. E ROC!\ t.IASTE TUNNI::LS .:512 ROCK i-IORlZOt-iTAL ROCK INCLINED FILL RttCKFlLL .513 rDUN(tATlON f'.REP/GROU!UU3 _ FOUNDAllON PREP HH: .. £1 HORIZONtAL ,, INCl;.INED OUTLET HORlZ.ONl'AL .. -: _::-_ .,.-::::.~ '!'tfi;i.::x'N"ED 990r00() <> s:zs,ooo 217000 167,000 G 0 0 0 0 617000 0 3r200 0 0 0 0 .u· CF MILE CY CY CY CY CY CY CY CY CY CY SF SF SF' SF t 00.0 -------· --SUSITNA HYDROELECTRIC FROJF.:CT PREL!HINARY ESTlHATE t.IATfiNA .... ITEH DESCRIPTION l':tuANT1TY UNITS r ' ---------------~-~-~-----..... ----------------CONCRETE l SHOTCRETE INLET . OUTLET COHCRETE BASE SLAB. CONCRETE STRUCTURE REINFORCING STEEL CONCRETE BASE SLAB CONCRETE STRUCTURE REINFoRCING STEEL ' TUNNELS CONCRETE LINING CONCRETE SLAB R£INFORClNG STEEL STEEL MESH SHOTCRETE .515 SUPPORT INl:.ET ROCKBOt..TS OUTLET ROCKitOLTS TUNNELS . . .. ROCKBOLT~i' STEEL SUPPORT .516 SAFETY PROT.ECTION INLET • STEEL MESH ROCKBOLTS SHOTCRETE OUTLET STEEL flESH ROCKBQLTS SHOTCRETE .-51t\. ST£EL/HETALl40RK STEEL MANIFOLD LINF.:R • • 5Ht COHSTRUCTION ROADS C.ONSTRUCTlO.N ROAilS 6!300 21h200 lt3BO ---~ ~ -o 0 0 18r000 0 720 () 0 28 0 215 120 .0 0 0 0 0 0 2t300 0 ,.,.. ___ ...,.. __ _ CY .CY TON. CY CY TON CY CY TON TON SF TON TON TON TON TON TON SF JON TON SF TON HILE ---UNIT PRltE AliOUNT ,...;.---~----* 000 :C: -TOTflL --.. ~ ~ I) -----· ~-s~ te !~il\ ~ ,:; 198t --- ( ( r -------HEM _...._ __ SUSITNA HYDROELECTRIC PROJECT PRELJHJNARY ESTIMATE WATANA DESCRIPTION ---.--·---·--------""""'~-~----""'01!"-·~-----_,_ ... ------QUANTITY --:----~-----• 51 C HECHMU CAL INLET GAT~S l RACKS SERVICE VALVES. .52 AUXILLARY SPILLWAY CHUTE .•521 EXCAVATION AP.PROACH OVERBURDEN ROCK USEABLE ROCK WAStE STRUCTURE I CHUTE OVERBURDEN tD'RYJ ROCK USEABLE ROCK WASTE DRAIN TUNNEL. ROCK RIVER CHANNEL ALLUVIUM EXCAVATION FLUNG~ POOL EXCAVATION .52J FOUNDATION PREP/GROUTING FOUNDATION PRE::> AFFROJICH HORIZONTAL INCLINED STRUCTURE CHUTE . ROCK HORIZONTAL ROCK INCLINED ·DENTAL CONCRETE CONSOL. GROUT CSURFACE) DRILL HOLES GROUT GROUT tDRAIN TUNNELJ DRILL HOLES GROUT GROUT CURTAIH DRILL HOLES GROUT 1 1 i•724t000 2:J537r000 A 0 A o ... -·~ ; .... , .. :····:". ·;·.~.·;;<~; -. -a A 0 A A 0 76o,ooo 860r000 0 0 285,000 l77tOOO 247000 37't 400 149,600 0 0 0 0 -UNITS UNIT PRICE -------------~----·--'""""--I.,.S LS CY CY CY CY CY CY CY CY C.Y SF SF SF SF CY LF CF LF CF LF CF -----TOTAL __ . .._. _____ _ ---------. $ 000 .. ' 000 ----'--------- ( ( SUSUNA HYDROElECTRIC PROJECT P.~ELllilNARY ESTlHATE UATAIM ITEM bESCRIPTION . ?----------~-----------~--------~-------~----OUMlTITY ----------- •524 CONCRETE I SHOTCRETE CONCRETE WALLS ONE FOP.H 59r600 nro toRH 35z6.0Q CONCRETE SLA'B: At'F'ROACH 9r600 NO FORM 44d00 ONE FORH Sr700 Tt.JO FORti 0 COflCRETE GATE CHUTE ONE FORti ~-~~ 2r200 TWO FORtl 4r700 CONC~ETE STRUCTURE NO FORH 0 OHE FORM lOrlOO TWO FORH 31'400 CONCRETE TOP SLA~ BRIDGE '1t800 REINFORCING STEEl REINFORCING STEEL 5r310 .525 SUPP.ORT APPROACH RllCt\BOLTS 790 TIEBliCKS A 0 ~~TRUCTURE l CHUTE ROCKBOLTS A 0 TIEBACKS ~ 0 .526 SAFETY PROTECTION APPROACH STEEL HESH 0 ROCRt!tOLTS 0 SHOTCR~TE 0 ··- STRUCTURE l CHUTE STEEL 11ESH 0 ROCI<BOLTS 0 SHOT CRETE 0 ·527 DRAINAGE DRILL HOL£S 0 ' -~--_;_-::";. •• _-_7 __ --~" UtllTS --~----- C\1' CY . CY CY CY CY CY CY CY CY CY t:Y TON TOl! TON TON TON TON rou SF TON TON SF e LF' -·----UHIT PRICE AMOUNT TOTAL ~----·----------------- l 000 .$. 000 ---~~~~-~-~~~-~------ --; ( ( ( f \, t ' _:'.:.': ---ITEH DESCRIPTION -- -SUSITNA HYDROELECTRIC PROJEC'T PRELIMINARY ESTIMATE 14ATAtM -QUANTITY -·-·--·-·-UNITS UUIT PRICE AMOUNT TOHIL -·-------------------------------~---.. -~--"""""' ----------_,_______ -------------~---~----!!'---------_....,.,..,._.~.;:-~, .. ,.""""_. _____ ....,1-oo.....,,.,.. __ .• 51A .52C .52D WINTERIZATION . LIINTERIZATIOH CONSTRUCTION ROADS CONSTRUCTION ROADS MECHANI\1.AL GATES i,g!;tKS ~EWAT£RING t COFFERDAM IIEWATERlNG & COFFERD(tM .53 EHERGENCY SP1LU1AV ,531 EXCAVATION OVERBURDEN ROCk USEABLE ROCK WASTE , 5:32 FlLt. FUSE J-'LUG ~536 $AFETY PROTECTION ROCKBOLTS STEEL MESH SHilTCRETE .53B CONSTRUCTION ROAIJS SERVICE BRUJGE CONST~UCTION RbADS .6 INTAKES .61 rtfTf\KE STRUCTURE 0 i 1 3r55h000 1r383,000 0 S4t200 0 0 0 i 0 LS lilt..E LS LS' CY CY CY CY TON' TON SF Ls MILE $ 000 $ 000 ~ ~ -•• ,.---SUSl HIA HYDRDEt.ECTRlC PROJECT PR~LIH!NARV ESTIH~TE UAlfd-JA ---•• -~~· ~0 1981 ITEH .DESCRIPTlDN GUANTlTY UH!TS UUIT PRICE AHOUNT TOTftl REHIJ.RtH~ ________________________ _, ____________ .... __ , ---------------------'----------_____ ,...___ -------------~-............. -..... h"l;.-~-------·----$ 000 . . ....... . • . -. . ,._ '""'•() :. . . . ;;._: --- ( ( ( --ITEM DESCRIPTION -----SliSlTUA HYDROELECTRIC F'ROJECt P~tLIHlNARY ESTIMATE WAT.AtfA --UtirtNU TY ------UNITS UNl:T PRICE AliOUNT TOTAL -----------~-------------------·---~-~--~------------~--~----------------------~ ----------"""'--'.', ~...._.·)·-.... -------------.61C MECHANICAL ,7 ·71 .a .81 GATES & RACKS SURGE CHAMBER SURGE CHAMBER .7.1:1 EXCAVATION ROCK .714 CONCRETE .1 SHOT CRETE CONCRE~~ CHAHSER REINFORCING STEEL .715 SUPPORT ROCI<BOLTS .nc MECHANICAL GATES F'ENSTOCKS f•ENSTOCKS .811 EXCAVATION TUNNELS ROCK CONCRETE & SHOTCRETE CONCRETE LINER REINFORC~~a STEEL • 815 SUPf'O.f\T ROCI<BOLTS SUF'f'ORT STEel. s 000 $ 000 j l.S 75v000 C'Y 2•000 CY 100 ION 55 rml 1 tS D 58r500 CY ::?9,<'\00 CY 1,~oo TON :!90 TON .0 TUN - --- t ( ( .( • ... , { L .... t - -- -SUS!TNA HYDROELSCTRlC PROJECT PRELIHINARY ESTIMATE WATMIA --ITEH DESCRIPTION ____ _,. __________ . ______ ._. _____________ ......, ___ _ OUANllTY UN!TS ·B18 STEEL/METALWORK STEEL LINER .9 TAILRACE WORKS .91 TAILRACE TUNNELS/PORTALS .911 EXCAVATION . -. TUHNELS ROCK PORTALS OVERBURDEN t:DRYJ OVERBURDEN tt.IETJ ROCK USEABLE ROCK lriASTE .913 FOUNDATION PREPARATION PORTALS HORIZONTAL INCLiffED .9!4 CONCRETE l SHOTCP.ETt TUNNELS CONCRE.TE LUUNG CONCRETE SLAB CONCRETE PIERS RElNFORCitJG STEEL STEEL HESH SHOTCRETS PORTALS CONCt::ETE BASt:: SLAit CONCRETE WALLS · RElNFORClNO STEEL .915 SUPPORT TUN NEtS \ ROCI\I!OLrs .... PORTflLS STEEL SUPJ::•orn ROCK!IOLTS --~-----~-------~~ TON 9St000 CY " 42t~OO CY ·o CY 0 cv 15.,000 cY 0 SF 0 SF 2t200 CY 3t400 CY 0 CY 225 TON 5 TON S,-4QO SF :\00 CY 650 CY 30 " TON --~-------------~«-- ' 100 TON ::!70 TON .15 TON -----'tinl•. 2D UNIT PRICE AMOUNT TOTAL -------------------------------$ 000 $ 000 --( ( c r ITEM DESCRIPTION -- ---·-SUBlTNA HYDROELECTRIC PROJECT PRELIMINARY ESTIMATE WATANA QUANtiTY UMlTS -. . ----•• UNIT PRICE f-tfiOUNT TOUtL --------------------------------------------------··---------------------------------------·-~-------·------.9!6 SAFETY PROTECTION .91B PilRTALS ROCKBOLTS STEEL MESH SHOTCRETE CONSTRUCTION ROADS CONSTRUCTION ROADS .91C MECHANICAL GATES 333 WATERWHEELS, TURBINES, GENERATORS .1 TURBINES GOVERNORS .11 TURBINES GOVERNORS TURBINE~ GOVERNORS .2 GENERATORS EXCITERS .21 GENERATORS EXCITERS 6ENERAlORS & EXUITERS .3 HISCELLAHEOUS MECHANlCAL .31 MISCELLANEOUS MECHANICAL MISCELLANEOUS MECHANICAL I \ 0 0 0 0 1 1 1 1 TnN TOl-l SF JilL!; LS LS LS LS $ 000 ---~ . . - ( ( ( - -SUSITNA HYDROELFCTRIC PROJEC~ P~ELIHINARY ESTlMnTE WI\TANA --.. ITEM D~SCRlPTION OUANTllY UNITS UNIT PRICE -----------------~-------------·---------------------------------------334 ACCESSORY ELECTRICAL EQUIPMENT .1 CONNECTORS, SUPPD~TSt STRUCTURES .11 STRUCTURES STRUCTURES .12 CONDUCTORS & INSULATORS CONDUCtORS & INSULATORS .13 COUDUITS CONDUITS .2 SWITCHGEAR l CONTROL EOUIPHENT .21 SEPARATE EXClTERS SEPARATE EXCITERS .22 TRANSFORMERS TRANSFORMERS .23 CIRCUIT BREAKERS CIRCUIT BREAKERS .24 SURGE PROTECTION SURGE PROTECTION .26 SW ITCHBOARr•S SIHTCHBOART.'IS AUX. POWER EnU!F•HENT AUX. POWER EDUlPH~ LS 0 LS 0 LS :() LS 1 LS 0 LS 0 LS 0 LS 0 LS --AMOUNT TOTAL -"~'------·--$. 00.0 $ 000 -~~~~ ~4 l~~J 20 t99~ -------------------- I --·'.· ' --\ ( ( ( \ -liLt. -ITEM DESCRIPTION ---SUSlTNA HVDROELECTRJC PROJECT PRELlKINARY ESTIMATE . UATANfl QUANTITY -.. -UNiTS UNH PRICE AMOUNT TOTAL ----~~------------·---------~----------------------~~------~-------~------------~ --~------ 335 .3 CUBICLES ! AF'f'URTENEHCES .31 CUBICLES l APPURTE~ENCES CUBICLES & APPURTENENCES .4 TESTING .41 TESTING TESTUlG • .5 ELECTRICAL l ASSOCIATEn .51 ELECTRICAL· & ASSOCIATED ELECTRICAL I ASSOCIATED liiSC • f'OWERPU\NT EDUlPliENT ,1 AUX. EDUIPHENT .u UNWATERING UNWATERING -· .12 GAUGE/INDICATING DEVICES GAUGE/INDICATING bEVICES .13 AIR t COOLING SYSTEM AIR t COOLING SYSTEM •. 1-1 COMPRESSOR AIR COMPRESSOR AIR $: 000 $ 000 1 LS 1 LS 1 LS ' . 0 LS 0 LS 0 LS () LS ,.,. ___ '"'~--..;'·'!!'<'.....,.~ ... ..:,"'-....... ~-·----....... ( ( ( . .. ( -l~EM DESCRIPTION --.. ·-····:· SUS!TtiA HYDRO~LECfi\IC PROJECT PRELllUlMRY :ESllttATE ltATANA . QUANTITY wars ----UNlt FRICE (;MOUNT TOTAL --------------------------~-----------------------____ "___ -------~--~---~~------~-------------~~~~----------~- .15 FIRE PROTE.CTlON SYSTEM FIRE FROlECTlON SYSTEM .16 CRANES CRANES .t9 OTHER OTHER .2 GENERAL StATION EQUIPMENT .21 GENERAL STATION EQUIPMENT GENERAl STATION EQUIPMENT • 3 COHHUNICATION SYST.Eii .. 31 COMMUNICATION SYSTEM COMMUNICATION SYSTEM 336 ROAbS .1 ROADS ~11 MAIN ACCESS DENALl-NAl'ANA DEVIL CANtON-WATANA N/S uOLD CREEK-ttEVIL CANYOH I!EV'JL CANYON BRIDGE HAINTEllENCE .12 SITE ROADS SITE ROl''t!•S 0 1 1 0 1 1 1 1 1 LS LS lS LS LS LS LS LS LS LS Mllf t fi 000 !' 000 -( ( ( , ' -ITEM DESCRIPTION --SUSITNA HYDROI;tECTF:lC PROJECT PRELIMINARY ESTIHATE WAiAMlt OUMlTITY -UNITS UlH:T PRlCE:. ------------~-------~-------------------~-----~---------~----~---~--------------HAINT~NENCE .3 AIRSTRIP .~1 AIRSTRIP AIRSTRIP tRANSMlSSlO~ PLANT 350 LAND l LAND 81fiHTS lAND l LnND RIGHTS 352 SUBSTATION l S~ITCHING STATION SUBSTAlJON l SWITCHING STATION STRUCTURES i IHPROVEHENTS .1 SWITCHYARD .11 SWITCHYARD 353-SU£tSTATlONT5W!TCHlNG STA EGUlf' SUBSTATION/SWITCHING STA EOUlP $ $ 000 HHE 1 LS- 0 1 LS TOTAL REMARI\S --------~ ~ ... , .... ~~--""!:>-::-----t 000 l I --I •• ---ITEH DESCR1f'TIQN --.. -SUSITNA HYDROEl.E:CTRIC f'ROJ£CT PRELIMINARY ESTIMATE LUtTANl't --------. ; . •• ---------------------------------------------~---------"·------------------------------------"----------------GUMftiTY UNITS UNIT PRICE ll01. 2 ':} t9tH AMOUNT $ 000 ( r \ 354 STEEL TOWERS t FIXTURES STEEL TOWERS I FlXTURES 356 OVERHEAD CONDUCTORS i DEVICES PVERHEA}} CONDUCTORs & DEVICES 359 ROADS ~ TRAILS ROAllS I TRAILS GENERAL PLANT 389 LAND t LAND RIGHTs lAND & LAND RIGHTS _390 STRUCTURES & IMPROVEMENTS STRUCTURES & IHF'ROVEHENTS l 391 OFFICE FURNITURE/EGUIPHENT OFFlCE FURNITURE/E:QUIPH.ENT 0 .. ---------~----ITEM . DESCRIPTION SUS!TNA HYDROELECTRIC PNOJ£CT PRELIMINARY eSTlMME IUtTMUt -----OUAHT!TY UNITS UNIT PRICE AMOUNT -----------------------------~---.. --.... --.... ______ .,. .. _.. -------------------~-------------------TOTAL ( ( f -~~---...:...----.. ' 392 TRANSPORTATION EOUIPHENT TRANSPORTATION EQUIPMENT 39.3 394 "l 395 396 STORES EOUIPfiENT STORES EQUIPMENT TOOLS SHOP & GARAGE EOOIPHENT TOOLS SHOP t GARAGE EOUIPHENT LABORATORY EOUlFMENT Lh!:IORATORY EUUIPHENT POWER OPERATED EQUIPMENT POW~R OPERATED EOUIPHENT 397 £:UliliUNICATIONS EOU!f'MENT COHHUNICATIONS EOUIPHENT .:_,. --'~~'lllk!oti-_________ _ • t l --'-t .. - ( ( --ITEM DESCRIF'TltlN -.. -. Sl!SITNA lJYriP.OELECTR!C P~O.JECT PREL!MINARY ESTIMATE WATANA ------------------------------------~----~-~~~----~~-~---------------~-~-----~-------------------OU/HiTlTY UNITs UNIT PRICE t'lli!JUNT l 398 HISCELLANEOUS EQUIPMENT MISCELLANEOUS EQUIPMENT 399 OTHER TANGIBLE PROPERTY OTHER TANGIBLE PROPERTY 61 63 INDIRECT COSTS TEMPORARY £ONSTRUCTION FACILITIES TEMPORARY CONSTRUCTION FACILITIES CONSTRUCTION EOUIPMENT· CONSTRUCTION EOUIPHENT CAliP .& COMMISSARY CA~P & COMMISARY .1 HMN CAMP l1AIN CAMP ~ ~ lJILLftGE IJ!L"LAGE fll', Sr600 UNITs soo -,. -:-<n --·-... -,·-:_ ........ ,..,. _________ _ -·.' ( ( ( ( t -ITEM DESCRIPTION -----SliSITN'\ HYDROEl.ECTRJC f'RO-.tECT PRELIMINARY ESTIMATE t.IAT(1Nfl OUANTriY ONUS TOTAL _____ , __ , ______ _,_, ____________ ~1'"olt'""""~------........... ____ 411111.,.,~--'!"""" --------~~~'-'!11-t.l!' _______ ""'!" ---------------------~""""'~..,..,.'!""1::""...,;_ ...... ___________ _ • 3 PERMANEl-lT TOWN PERMANENT TOWtt .4 C-ATERING t SUPPORi CATERING & SUPPORT .s CONSTRUCTION POWER CONSTRUCTION POWER 64 lAtlOR EXPENSE 65 LABOR EXPE:NSE SUf'ERINTEIWENCE SUF'ERltHEttDENC~ . 66. ltlSURMICE 69 INSURANCE FEES FEES SUSTQT(IL $ 000 1 LS 6J500r000 H-DAY ,1 LS ,, -' . - ( ( ( ITEM DESGRii='TIQN ·-' .. SUSITNA HYitROELt:CTlHC f'f~OJECT PRELIMINARY FqTJHfi1F . LI.ATAHll QUf,UTITY Ul-llTS UNlT PRICE iHfOUNT TOUaL ----------~---------,_ __ .,..._,..,_._ ________ .,.._______ ------------------_,...._...,._ ..... __ ~_ ...... __ _ __ ,.,.______ ---------71 75 CONTINGEttCY ENGINEERING LEGAL EXF'ENSES TAXES A-OlilMISTRATlVE l GEN. EXPI:NSES INTEREST EARNINGS/EXPENSES DURING CGH~TR, TOTAL PROJECT .COST ., .. t 000 ·-.. ·'.· ., -__ .,. .. _ -..;-.....;.-----------""" ......... .. l c t t ~ f' .. ( . c· i I c I (' ( t 1. ( ( ( . ( -. -. -.. ·---·--"'--..... ' " ____ ___...-.;. ~~"" ... SbSITNA HYnRoElECtRlC PROJECT PRELIMINARY EST!HATE DEVIL CANYON ~ t • ~ UUANTITY ~-~-----------------~:----.... ---~-·----------..... ----~-.-...--.--- INTANGIBLE PLANT 301 ORGANIZATION 302 FRANCHISE l CONSENTS • 303 HISC lNTANSIBlE PLANT PRODUCTION PLANt 330 LAND l LAND RIGiiTS ,1 · LAND LAND .2· LAND RIGJi!S LAND RiGHTS .3 HlSC ~HARG~S t GREblTS HISC CHARGES l CREDITS 3ll POWERPLANT STRUCTURE !HPROVEHENTS • 1 POWERHOUSE oll POWERHOUSE & tJRf.tf'T tur.E .U1 EXCAVATlON POWERHOUSE VAULT ROCK 1 A 0 0 tO•hOOO UNITS -----~-~ -UNIT P'RlC£ AMOUNT .... ----------~ ~ 000 lS LS LS CY .. R31JS£o 'o u S,/l!lf Til TAL ~EliARKS ----~---"-• 000 :-. ~ --31- ( 0 t.~ ( I t t i f ! 0 ( : ... r· •J 0 ~ 0 ,. () ( ( ' f l. l i I ._.:; . . ITEH DESCRIPTION SU~::Cntfl HYDROELECTRIC PROJECT P.r<ELIHIUAf\Y ESHHAT.E ll.E\.Ill CANYON . . OUANlllY UNITS UNit FIUC£ 1'0TAt ---------.. -~----------·-.... ----·----------·-------------c-r-:-----------... ·---.··-,.---·--------~----------------·-;~: .. -~.-.*"'-.:><.;.:.-:........,~~---DRAFT TUBE RO~K .1t3 FOUNDATION PREPARATION POWERHOUSE . FOUND~iiON PREPARATION • DEtH'AL tmu:R.ETE A DRflF"f TUBE FOUNllA!lON PREPARATION A DEUTAt. tONCRETE A f UA ~ONCRETE POWERHOUSE CONCRETE: REINFORCING STEEL DRAFT TUBE CQ~tCRETE RSXHFORCIHU STEEL • ~-1 S SUPPORT POWERI!tJUSE ROCKBOLlS DRAF't TUBE ROCKifOLl'S .11' SAFETY PROTECtiON POWERHOUSE STEEL HESH RUCK BOLTS SHOTCRElE .118 STEELil1ETALWORI\ POW.ERHDUSE STrWCTURAL STEEL/CRi'lll!f. HEfflL FABRI(!ATlONS DRAFT TUBE LlNER H!SC • 119 ARCHUEC'i ,1~AL PtlltJ!RHOOSE INTERlO~ PARllTlONS A kt\ILS A A fl 3lr.9.00 30r000 0 0 0 25,000 1t2SO 13t200 .660 60 0 0 0 0 1 0 u 0 1 CY gr-· CY SF CY c,- TON CY TON 1UH lUN s~ TON SF LS TON TOl-l lS l.S $ OClO 4 000 f} t ( ·. i ·(" l i '·. •• •• , .• •• '8111 '-· -, . /-(-.• \ t-, • • ~ ' ' }-t ~ ' . ., (' .c to ~ t 0 . { ( ( ( \ ... () " SUSil'fJA HYltROELEttl-tlC PROJECT F"RELIH:INARY ESllt-l'lt'fE DEIJtl t:M~YO~ !TEH DESCRIPTION (lUANHlY ----------------------~~-----------------tU::TAL DOORS/FRAMES PAINTING fiiSC .!1B ~ONSTRUCTION ROADS CONSTRUCTION ROADS. ·11C MECHANICAL ilRAFT lU!.t:E G~J.tS .12 ACCESS 1'UNtlELS !. I!'ORtALS .121 £XCA\'ATI.ON . TUNNEl$ tHAINl · .ROCK TUNNELS tSECONDARYJ ROCK PORTALS OVERBURDEN ROCK USEABLE ROCK WASTE .123 FOUNDI\TION P.f!arP()RIHION PORTALS .. HORIZONTAL lNCLUIEti • 17.1 CIINCRE fE & SHUl'CRETE • TUN~lELS tHAI:NJ . CONCRETE l.Hf.iNG CONCRETE sLAB REINFORCINU STE~L. STEEL MESH SHOTCRETE TUNNELS CSECONMRYJ CONCRETE l .. llH HG CONCRE'fE SLAB REI"FORClNG STEEL STeEL i1ES~ A f: A 0 0 0 0 1 45,500 th900 6J'Q00 .lrOOO 0 0 0 h7SO 0 (0 0 0 URllS ---------------------------~--EA LS l.S t-I'!LE l.S e\' CY tY CY CY sr: SF CY CY TON TON tW CY CY 'ltlH TON .. 000 --~se 3 'KrN.~ 0 f98J' '~·. lOlAL. REMARKS ------------~-~-~~~--$ 000 # " c . .. -· - -( ( r c ( JO ( { ·c . j (J t • l . lTEH DESCRIPTION ~---. ---------~--~~--.....-... ----~---·------~-------.P!!~TALSSHOTC~ETE CONCR~iE snse SLAB, CONCREl'E WflLLS REINFORCING STEEL ·125 SUPPORT TUNNElS tliAlNJ ROcKBOLTS STEEL SUPPORT TUNNEL.S ~-$ECOttDAK'YJ·------o ROCKBOLTS PORTAtSSTEEL SUPPORT ~OCKBOLTS • t2o SAFETY PROTECTION PORTALS STEEL HEsH ROCKBOLTS SHOTCRETE ·1~9 ARCHITECTURAL PORTAL l100RS _CONSTRUCTION ROADS CONSTRUCTION ROADS •1 3 . ACCESS SHAFTS •131 EXCAVATION .ROCK CiJNCRE'tE l SHOiCRETE CONCRETE LllUUG REINFORCING STEEL STEI:':L HESJf SHOTCRETE . tWAtnlTY -~-_,...,. ___ _ () ~,17~ Q 65 55 160 10 30 5 0 0 0 0 0 14,000 7r650 90 9 0 UNITs ---------sr: CY CY lU~ TON TON lUN T.ON lON lON lON SF LS 1-tlLE CY CY lON TOM SF .•. : ' --' -, -'Pi;~n:! .., ur-n T f.·RlC£ ~-2o msJ lOT A[. -------~-....._ __ _ _ ------------------$ 0(10 $ 0.00 • -.. {-~. . "'. r. c ( c ; l 0 J c (. t . c ( . i ·I u < • ·~ ,. ITEM DESCRIPTION (_; ___ .~-. -· .·-·------.. . ... --$USlTHA HYDROELECTRIC PROJECT PRtLlH.lNARY ESTIMATE DE.V.IL CI\NYON: -• DUANTll'Y ~-... : ·~ UfUlS -· !-' J:>a!;le 5 NOV. 20 $8t UNIT F'~:iCE TOTAL --------------------"!"-'------------~....._ ... __ ....,.,.. __ ------~---~-_______ .,. ________ ,..0 __ .,.._ ·----·~----__ --'!:'______ _ ___ .,.. ____ 1""1:~""'t~~'WO.~-----.. 135 SUP.PORT ROCK~OLTS .t38 STEEL/HETAl YORK LADDERS,ElC. STRUCTURliL STEEL .139 ARCHITECTURAL ENCLOSURES .13C MECHAJ{l_CAL Et.'EVATORS .11 f"!R£ PROTECTION HEADfANK .!i\1 EXCAVATION ROCK .144 CONCREtE ' SHOfCRETE CONCRETE' BA .... E Si.A~ CONCRETE WALLS CONCRETE ROOF ~ElMFORCI»b STEEL STEEL HESH SHOTCRET£ .145 SUf'PtJRT ROCKBOLTS STEEL SUPPO.RT .148 STEELitiETAL WORK LADDERS-. ETC • • 1-IJC HEtHANICA'L PIPING & VAL.Vf.S A A ' () LS 50 TON 0 LS 1 340 0 () .. 17 0 0 3 10 0 CY tv • .en· TON l'OH SF TtlH TOft LS ' ts • • $ 000 $ 000 . .. -~ ' ' ~-~-""-_: t i . ( r· ( 0 I 0 (' ( c ., { I i ~I u (' -~-~-f----SUS! f'MA HYDROElJ::CTft'IC PROJECT PRELililNARY ES'f!HATE DEVIL r.:ttttYON. --~ -~ -----t'P-~!11!' 6 b. 2:0 19$f ITEM DESCRIPTION QUMn'lTY UtUTS liWH Pf:lCE AftllUtn" TOTAl. Rf.HhRKS -------------------..--------·----~--·------___ J"W______ ~"""""------._ -·--------------..,-----~-----------------"!-----~~~----$ 000 .15 II US TUNtJElS l SHAFTS .151 EXCAVATION ROCK HORIZONTAL ROCK INCLINED ROCK-VERTICAL .1$4 CONCRETE BASE SLA.lt }fllklZONTAL . I!ASE SU\9 INCLINED W.ALLS ROOF SlAB REIH'FORCING SlEEt STEEL MESH SHOTCRETE .155 SUPf'ORT ROCt\BOt:rs STEEL SUPPORT .16 T~ANSFORMER ~ALLERY .!61 EXCAVATION ROCK • 1611 CONCRlHe· I SHOTCRETE COttCRETE ~ASE SlAB COHCRE"fE UALLS CONCRETE.ROOF· ~ElNFORClHG STEEL STEEL MESH SHQJCRETE .165 SUPPORT ROCKBoLlS STEEL SUPPORT A h A -- ~h 000 ::!rOOO 0 1tS'50 0 0 0 100 0 0 ••v .\o. CY t;Y t\" CY tY CY TON' T1)tf SF 16. lOl-l 0 TON M!,OOO 2,200 0 0 uo 0 0 55 0 CY CY CY TON TON SF TON TON ! 000 ! r L --(" i I ('-I (" ( ! I I 0 0 (' ( ' . (_: c I I I I 1 ! I ' ·-! I 0 ( l • I . ' t ITEH DESCRIPTION SUSI ffiA HYDROELEC'fR!C PRt\JECT · PRELIHlNARY ESTUIRlE DEV lL f.!MlYON OUANl'ln' -UUITS Ui~ll" PRICE flJ:U)tJNT T01At ~­.... ~ ~-~"!(~ 7. -wov. 2omt Rf.HilRI\S -----------:---------------------,------------------------------___ ""'"'!-___ ...______ -~--....... ----------·----------.... ---~~ .... ~~ ............... _ .17 -CABLE. SHAFTS .171 EXCtWt\TION ROCK .t11 crn:ICRETE l SHOTCRETE: COifCRETE LINING RE.tNF.ORC!MG STEEL -··---··--S'!EEL ltESH SHOTCRETE .175 SUPPORT RDCKBOLTS .178 STEEL/UETAU!DRK STRUC1'URAL SlEE:l .179 ARCHITECTURAL ENCLOSURES .t;t;; MECHANICAL ELEVATOR • 2 IUSC • IWILDUlGS ~ STRUCTURES fUSe~_-l!UUDINGS l STRUCTURES ,. •. 3 PERtiANEN.T VIlLAGE PERHANEN~ VILLAGE · .... ..-...... __ ,....,,.""_'_ ·'....--.~.-.--.. ~ 2d300 135 0 0 cv CY TON lON SF' • TO!-! LS 1 LS 1 LS 0 LS ( r , ... c· c ( ,. .. ----'-------( 0 0 t . ( ()- Q lTEH ItESCRIPTlDN. SUStnH'I HYJ:tROEl,EC.rfUC PROJECT PRELIMINARY ESTtHAlE DEVIL t;ANYON OUANnn• l!NllS -------~---------~--------------------~-~-------.,....-:-'"~-'"!"""'---: .... 332 R.ESi:RVO!R, DAffS l lr!ATERVAYS .1 RES~~IJOlR .11 .CLEARltlG CLEARING. •2 DIVERSIOR TUNNELS/COFFtRDAHS .21 DiVERSION TUNNELS/PORTALS .211 E~CAVATIO~ TUNNELS ROCK f"OTHAL UPSTREAM OVERBURDEN-.DRY ROCK USEA:l)LE. ROCK WASTE PORTAL ttD\iNSTRE~H · OVERBURDEN-DRY ROCK USEA!lLE ROCK WASTE . .2t3 FOUNDATION PRF.~ARATIOH 'PORTAL UPSTREA~ HORIZONTAL lNCLINED f'ORF'AL DciWUSTREAl1 HOtUZONTAL INCLINED .~i"l CONCRET.E l. SI-!Ol'CRETE TUNNELS CONCRETE: t.IHING CONCRF..'rE' ttAS£ SlAB REINFORClNG STEEL STE~L MESH . . SHOTCRETE f'OR'f"l UPSTREAM CONCRETE F'IER CONCRETE LINING CONCRETE Bf!SE SLAB CDNCREiE HEI\Dt.lht..L REitn:'URCIJJG STEEL PORTI\L DO~US1REAH A A A 1 57P000 l4t000 4,0QO 9r000 14r000 49,000 29,000 ~ 0 0 0 0 !OtBOO Q 5t•O 0 0 500 0 0 3F00() 60 t.S t:Y CY CY CY CY CY t~Y SF Sf SF SF l~Y C'f TON TON sr: CY CY CY ·cv TON ------~ ... l'J>i~S~ 8 N"OV. 2 0 'l9flf l\MtltJfff TfJlAL RHrAkKS · !'""------·-·-" 000 $ 000 . ' . r- c 0 f, ('t .. •· ..... ? . • .•. ! ~ ·, l ,. ... ... . • ~ -till'·~--- - - -.. ---f ( Ci ( (. 0 0 ~ f1 I :. { I L <. t (. .. ( '{) l t ITtH DESCRIPTION StJSltTNA HYtiROt:LECTRlC Pf{tlJEt!1 PRl!~~liUNt\f~Y £STtriAU: •DE~tl CANYON tlUAN1ITY murs ~e I? NOV. 20 t98t MUlti NT lOlAL REMARKS ------------------~-----------~------------~-------------------------------------------------~--------~~~~----CONCRETE 1-JEhDWALL ~EINF.ORClNG STEEL CONCRETE PLUGS co•tcREl£ PLUas .215 SUPPORT TUNNELS ROCK BOLlS STEEL SUPPORT PORTAL UPSTREAM . ROCKBOLTS tiEBACKS PORTAL DDUNSTREAM· ROCKBt:ILTS T.IEBACKS • 21.6 SAFETY PROTECTION PORTALUPSTREAfl STEEL MESH ROCI<BOLTS SHOTCRETE PORTt-)L DOWNSTREI\M STEEL Ji.~$H ROCKBOLTS SHDTCR£7£ .2tB CONSTRUCTION RUADS COHSTRUCTIO~ f{OfiDS .2tC HECHAlfiCAL GATES I RACKS UPSTREAH tJOWftSTREAH .22 UPSJREftli COFFERDAl1 .221 EXCAVflTitJN OVERBURts~N ROCK eo .220 10 0 15 0 0 -() 0 .o 0 0 0 1 0. 0 0 cv nm CY TON TON~ ·nu~ TON TON TON TON TON sr-·. TON TON SF M.XLE @) LS CY CY S $ 000 $ GOO ( C' t;-' \ - --·l i c C'· (' c l 0 i . c c ( ( ( ·. ·~ ~· I -.. ' SUSITNA HYDROELECTRIC PROJE.r.t· PRELIKIH~RY ESTIHATE DEVIl C(\NYON . . ITEfi DESt:RIPTlON OUAHTlTY __ ..., _____ _.,.... __ .,... ____________ ~~-.------------REMOW\L OF CUFFERDAH .222 FilL " CORE FHIE/FIL TER tOA~SE flLTEk ROCK SH.El.t.. RlP RAP CLOSURE DIKE •223 FOUND"TION PR£P/UROUTING CUTOFF I GROUt HOLES GROUT CURl: AIN .22B .2?.D CURTAIN ··-,,_-' ·--.. ·"-••-··-·~ ·- CONSTR.Utri oN· ·RoADS tONSTROCllOH ROADS DEWATERING DE .. ATERlNB .,23 .DOWNSTREAM COFFERDAM . • 231 EXCAVATION OVERJlURDEN· ROCK REMOVAL OF COFFERDAM .2.32 Fll.L CLOSURE DIKE I FILL .233 FOUl4DATION f'REP/GROUT!NG CUTOFF l GROUT HOLES . 13Relt.fr A A -----------0 9t000 9t000 52 rOO() 80;000 51000 0 4r200 672.r000 0 0 i 0 0 1\0sOOO 4,7oo 732,000 -Uln1S CY CY CY t't CY CY CY LF CF SF fiiLE t.s CY CY cy· u: CF -.. -.) ' .. -f'J:":n:!f~ 10 ~. 201981 ,) URIT PRICE AHQUNT 1'0TA1 · RfMARI<S . ----~----------------------------' 000 --. '. <. ( . l 0 ~· lo '( ( (. c 0 I . ( 0· ------ITEM DESCRI~TION SUSIT .. A HYDROELECTRI-c· f'f\GJE t:1 PRELlJUHARY ESTitfAlE DEVIL tcANVt!N . QUANTITY UNITS --.---•. --UHll f'RJCE Atmu~r TOTAL RUif\RKS '~~!!' 11 ~.201981 -------------------------------------------·-----------·-------~--------..~--------~ ---------{ CURTAIN CURTAIN CONSTRUCTION ROADS · crmsTRUCTIOH ROADS DEWATERING DEWATERING .• 3 MAIN DAH .31 MAIN DAM • .:H1 EXCAVATION OVERBURDEN tDRYl ROCK UStA~LE ROCK WASTE .313· FOUN1)c\1ION PREP/GR:OUTINB FOUNDATION PREP HORIZOftTAL INCLINED I!EfUc\l tONCRETE' DENTAL CONC~ETEt CONSUL. GROUT tSURfACEJ DRill HOLES G!Ul!!l: . :GROUT CURTAJ;N LGAllE.RlESl DRILL HOLES GROUT • 311 CfJNCRETE l SM!lTCRElt DAH . . CONCRETE REUfFORCli'lt:; STEEL TH~USTBLOCKS CONCRETE REINFURChlG STEEL JOlNT GROUTING .. HOLES A A • A A " 0 0 122,()00 SS•hOOO 0 171 ,oo,o 0 0 215,000 B6(),0QQ t42r000 ~~~4pQQQ 1P67&,ooo ;);900 0 0 1 .. SF tnLE lS cv CY CY CY TO~ cv YOU LS s ono $ 000 ( f ( .. t .~ 1 -'--..• ---f ' ' c { c 1 0 0 0 ( ( {. ( ( .: (. t { t tu 0 SUSIT»A HYDRPELC:CTRiC PROJECT f'RELlHlNARY £STUtnH: DEVIL CANYOti ITEM ltt.ESCRl'P'TION QUANTITY UNllS ---------------------... -------.... --_.,.._______ ------------------.. GR! tJT .J:ts SUP~-'ilRT ROCI\BDLTS TIEBACKS --.3"t6 .SAFETY PROTECTION STEEL li£SH RDCKBOLTS SHOTCRET.E ·317 DRAINAGE ~ ·~-~;--:-----HOL~S .;JUt UtNTERlZATlON ~n:NtERIZATIOt-1 .3!It CONSTRUCTION RtJADS CDNS'fRUCTION td.lf\liS . ·32. GROUT OALLERIES/PORTALS ·321 EXCAVA1ION TUNNELS/SHAFTS PORTALS ROCK HO~IZONlAL ROCK lNCLI.NEll : ROCK VERTICA,1, . OVERBUIWl:N ROCK e-323 FOUHDATION PREP'ARATlON PORTALS HORlZOtiTftL IUcti~~En A I 0 CF 0 lON o nm 0 0 0 l'tJN TON Sf' 120rOOO l.F 2r300 ·1r700 1r50Q () _() 0. 0 J Ls KitE CY CY l~Y CY C"! S •. -r- sr,· --UNJT P~ICE AMOUHl TOTAl -------------~-----------------f 0(!0 t 000 . . < c t .· .. --,-.. c c (' (. (· . 0 ' 0 ' : ~ ( ( f . I' u 0 I l ( . -·-- --SUSlTHh HYDROELEC"OHC PROJECT PREliHI~ftkY ESllHAlE l\EVIL CANYON -ITEH DESCRIPTION flUANT!lY ------------~-------~-------------------.321 CONCRETE l SHOTCRETt TUNNELS .. SHAFTS CONCRETE LINING C.ONt:RETE SLAB REINFURClNG STEEL SlEEt ttESH SHOT CRETE CON~RETE LlfUNG REINFORCING STEE( STE£L 'MESH SHOTCRET.E PoRTALS CONCRETE BASE SLAB CONCRETE WALLS REINFORCING STEEL .a:2s SUPPORT TutmEL.S SHAFTS ROCKBOLTS STEEL SUf'PORT ROCKBOLTS PORTALS ROCKBOLTS .326 SAFETY PROTECTION PORTALS STEEL tiESH ROCKBOLTS SH(J"fCRETE .329 ARCHITECTURAL PORTAL ltOORS .3':!B' CONSTRUCTION ROADS CONSTRUCTlON ROADS • J2C MECHA»IeAb--~-- ELEIUHORS . . ~ . . ..... ' • l • • • .~:I . ' :; . -.• •' . '· . A 700 0 () ') .tr:J, 000; 0 200 6 3r900' ....... ~ 0 0 0 22 0 1 0 0 0 0 0 0 0 --UUJTS CY CY lON TON sr: CY TON TON_ SF cv CY TON lON TOM lON TON TOH TON SF LS HILE ts --- ---NOV •. 2 C f98f utH i f'Rl'CE' A.MOONT T01At. _"-" __ .,.________ .~----·--------..------------~-~~~~~~-~---$ S O(J(J • 000 ·-~ ·~ .... "' -'--.. (" . } c 0 ;,:. f' . (i • • I c 0 ! r: ( ( ( c: : { t ' t~ . J L f . -------SUs:tn-tA HYDROEL~C TRtC PROJECT PRELifliNARY ESTIHA1E DEVIL CftN-'ftlN lTEH DESCk!PTlON --------..---------...... --------------~~---, ____ _ .4 SADDLE OAK & CUTOFFS .41 MAIN SADDLE DAM ·411 EXCAVATION OUER~URDEN tDRYJ . ROCK USEABLE ROCK I.IASTE .d12 FILL .lMPERVIfJU~ CORE FINE FILtER COARSE FILlEk ROCK SHELL RlP RAP UNCLASSIFU.:n CBACKFILLj ·113 FOUNDATION PREP I GROUTING FOUUDATICJN f'REPARA1'10N HORIZON1Al.. INCLINED DEHTfll CONCRETE DENTAL CDNCRE1E • COHSOL • GROUT tSURJ='ACEJ DRU.L JiDLES 'GROUT GROUT tGAt,LERIESJ t'IRILL HOLES GROUt GROU1' CURTAIN DRILl 'HOLES GROUT ·417 DRAINAGE HOLES PIPES .419 CONSTRUCTION ROADS CONSTRUCTION ROAUS A A ' DUAttTITY --------..-,-EJ10r000 126~000 0 -'226rOOO 1ShOO() 163t000 lr203r000 113,000 0 560rOO() ~ 0 4cSt 900. 181,600 0 0 70F~00 140,400 16tOOO () .. ~--lUUlS --------- ~ CY CY C\' CY C\' CY Sf SF' CY t.F CF' lf' CF lf' CF LF LF • liHIT PRICE -------------· -t 0(10 ---:=t~SE! 14 NOV. 20~81 lOlAL RfHARI\S ----------------~~~~~~~---• 000 ., ... . f .. ,, { --,. -· > • f l I ~ l l I t l . I ·~ t '.1) ' ---------------•' t • c (· c 0 0 r ( ( { ' c 0 ( 1 . v n StlS!fHt; MYitROELECTR!C f'ROJECT PRELIHIK(lii:Y ESTIHATE DEVIL CANYON t> ITEH DESCRIPTION 0Uf%NTITY lUUTS UNIT F'RlCE _,....,.,_-.;..., ____ ~--------------~---------------------------~------____ -:::.._,_. __ ._ __ _ .~2 GROUT GAt.l£RlES/POfHALS .421 EXCAVAT!ON TUNNS::t.S/SHAFTS ROCK HORIZONTAL 3f600 CY ROCK INCLINED 1r800 CY ROCK VERTICAl 0 CY PORTALS 01J£RBURJtEN 0 CY ROCK 0 CY .4~3 fOUNDATION PREF'ftRATION PORTALS HORIZONT'AL 0 SF · INCLINED 0 SF .424 CONCREtE t 5H0Tt::.RE1:~ TUNNELS CONCRETE LnUNG 500 C:)' CONCRETE SLAB A 0 CY REINFORCIN.G STEEL r. 0 ltlN STEEL HESH 0 TON SHOTCRETE 25 CY SHAFTS CONCRETE t.INtNG "' 0 CY RE.INFORCING STEEL A 0 TON STEEL MESH 0 TON SHOT CREtE 0 St-' PORTALS CONCRETE FASE SlAB 0 CY CONCREfE WALLS 0 C:Y REI NFORCltto S1EEL 0 TON . • 425 SUPPORT TUNNELS ROCKBOLTS 22 TUN . STEEL SUPPORT () TON SHAFTS ' ROCKBOtTS II () HlN PORTALS ROCI<BOLTS A 0 TON . •, fiHUUNT T01Al -----~--~ ---------$ 000 ~. -~"'~!t~ 15 wov. 20 198t REMARKS c r (, L-( ( {' { .. -- . -~-. - -----------r • ~ i c . -l (' -· ! c i ( . 1 I ' 0 0 . ~ 1 l r ! ( l ( ( . ·C SUSITtfl\ HYDRn£LEt::TRIC PROJECT PRELIKINI\RY ESTIMATE DEVIL C.ANYOH ITEM J)ESCRlPTION -----------------,-----------------------• 426 -SAFETY PROTECT! OJ{ PORTALS STEEL 1iESH ROCKBOLT.S SHDTCRETE _,.129 ARCH I fECTURAL PORTAL DOORS .42~ CGn~T~~CTi~N ROADS CONSTRUCTIOM ROADS ..42C HECHANICAL ELEVATORS .s SERVICE SPILLWAY VALVES .. 51. SERVICE SPtLLVAY VtllVF.S .stc UECHAIUCAL . SERVICE VAl-IJ,f:J3 .52 AUXILLARY SPILLWAY CHUTE .s21 ·EXCAVATION APPROACH OVERBURDEN ROCK USEABLE ROCK WASTE STRUCTURE & tfWTE OVERBURDEN tllRYJ OVERBURDEN CIJETJ ROCK USEABLE ROCK l.IASTE DRAIN Tt.tt-~Nt!l ROCK RIVER CHAllltE~ ALLUVImf EXCAVAl IDN.-.DRY "' A A A A QUANTITY 0 0 0 0 0 0 1 1oe,ooo 772.,000 0 0 0 0 0 0 s4~ooo ----UNilS· UNIT PRlCE --~--~---~----------- TON TOM. sr· t.S LS LS [:\' C'( CY CY CY tW CY CY CY -----*'ase !if NOV. 201BtJ • l"r:fi'AL REHARKS. ------------------• 000 $ 000 ---------------· I ( c. c . ' I -d 0 t " . (: 1" ( ( . • { (; ('' ·1. c 0 SUSITNA HYDROELECTRlC PROJECT PRELIH!HftRY EST!HftTE DEVIL CANYON lTEH DESC~IPTION QUANTITY ------~------------· ______ ...._ ___________ ,___ ----------P-LIJNG£ POOL E:<CrWA T !Ol~-WET .~23 .FOlJfiDATIOH PR\;P/GROUTING FOUNDATION f'REP AF'PRDACH ROCK HORIZmlTAL ROCK lNCLiNED STRUCtURE CHUTE ROCK HORILONTAL ROl!K INCLINED !lt::NTAL COt(CRETE CONSOL. GROUT tSURFACEl - DRILL H.DLES . GROUT GROUT I:DRAIN TUNtiELl DRILL-NOLES GROUT GROUT CURTAIN DRILL HOLES GROUT .321 CONCRETE I SHOTCR~TE CONCRETE WALLS ONE FORK TWO FQRH CONCRETE SLAB Af'PROACH NO FORH O~lE FORH TWO-FORti CONCREtE GATE CHUTE ONE FORH TWO FORti CONCRETE STRUCTURE NO FORH ONE f'ORH TWO FQRK REltlFORClNG STEEL • REINF'ORCINB STEEL STEEL HESH STEEL tiESH SliDTCRElE Sf.fOTCRElE A A J91h000 87,~00 53.000 0 0 to,ooo 11..300 69,200 0 0 0 0 {2,200 10.900 0 14r900 0 0 St700 s,4oo 9.r700 0 ·4.100 ~,500 () 0 ------~~~!~~ 17 ' NOV. ~01911 UIU1S tnaf PRICE 101AL REHAF-:i<S ---------~~~----------------~--~~~~~~----f 000 CY SF' SF SF -Sf CY .. LF CF u· CF Lf' CF [;y CY C\' CY CY CY ~ ~, CY CY r.Y t l CY CY T(IN HtN Sf' L" .. , .- --.. --------- • t c_ { . :1<}1 . ( l • i ' J ITEH DESCRIPTiON SUSlTHft R'(D~OELECTR!C PROJECT PRELIHINARY ESTIHA.TE DEVIL CANYOlt QUANTITY urnrs --~~------------------------------------------------· -------- .525 SUPPORT AP.PROAC~ .ROCKBOl.,TS TIE .BACKs · • .526. SAFETY PROTECTION APPROACH. STEEL HESH ~OCKt\OLTS SHOT CRETE STRUCTURE I CHUTE STEEL HESH ROC}(BOLi'S SJlbTCRETE " .527 .s~~A o52B ~s2c DRAINAGE DRILL HOLES WINTERIZttTIOii WIHTERIZA'f1t1M CONSTRUCTION ROADS CONSTRUCTION ROADS liECHhNICAL GATES l Rf\Cl<9 • 52D · llEWATER:XNll I COFFERDAM !IEW:f\TERIWG 1:. COFFERDAtl AuX. CUFFERDJ\H l REHDVAL .53 EHERUEHCY SPILLWAY • 531 EXCAVATION OVERBURDEN ROta\ USEABLE. ROCK WASTE .,. 0 0 0 0 0 0 0 1 1 l 1 36rOOO 0 .1r16s,ooo 0 TOR TOfi TOtt TON SF TON. TON SF- l.F LS Hll£ LS LS C't -·--UNIT PRICE TDl AL • Rf.Mi\RKS -------------------------~----~ t 000 $ 0.00 .. -. . ... "'! ... :"J .. ;1).• ·•. i!'J k .. . _-.. . ..... ; --~~ 18 ~.201981 . ! r l. , , { t r \ I --( . t t c· ! ( ; 0 0 r ( . t • ITEH -----·-SUSIT»A HYJ)RO~LECTRtC PROJECT PRELlHlNARY ESTlHAl£ DEVIL CANYOH DESCRIPTION QUANTITY _____ .,;, __ ~------------~-------------------· _____ .,.. __ , __ . .S32 FILL 43t000 FUSE PLUG .536 SAFETY PROTECTION 0 ROCKBOLTS STEEL tiESH 0 SHOT CRETE 0 .SlS CONStRUCTION ROADS CONSTRUCTION ROADS 0 .,6 INTAKES .61 INTAKE STRUCTURE .6t1 EXCAVATION OVERBURDEN ROf~l< USEABLE ROCK WASTE .612 Flll BACKFILL .613 FDUNDhTlON :PREP/\RlHION HORIZONTAL INCLINED ~6H CONCRETE S SHOTCRETE STRlJCTURE CONCRETE STRUCTUF(E CONCRETE MASS REINFORCING SlEEt Af'PROACH CONCRETE ~El NfORt !lnJG STEEL .615 SUPPORT STRUCTURE A A 43t500 39~·200 0 -h20b 0 0 3B,OOO Ur600 1,900 0 ·o -'--uwns CY. TON TOt~ SF .. MILE t:Y CY CY SF SF CY ·cv TO~ CY TON UNn PRlCe -.-.-----·-----411!"·- ~ ·. . • ' -----t'fi~~e 19 . NOV. 2 0 1911 TOTAL ____ .;;... ___ _ l 000 r ( ( .t ( --------~USITNA HYDROEt.EtTRlt! J.•ROJE'f!'f PRELUllNARY ESTIMATE DEVIL CANYON ----·-.. ITEM DESCRIPTION tlUAN.TITY tnu rs urn r f'RICE Atmtnn ----------~-------~----------------------------~ -------~-------~~-----~ • 000 ( ROCt<BDLTS TIEBACKS ,. • 48 TON 0 TON . (. APPROACH ROCKBOLTS A TIEBACKS A 0 TON 0 TOtt c o616 SAFETY PROTECTION . c ROCKBOLTS 1 STE~L MESH .. SHOTCRETE . I 0 .t.1B CONSTRUCTION ROADS ! 0 CONSTRUCTION ~OADS 0 TOH o. TON 0 SF 0 ttlLE ('; .6.1C iiECHANICAL GATES 't R~CKS 1 l.S · . I .. r. (. .7 SURGE CHArtBER .71 SURGE CHAMBER .711 EXCAVATION ROCK 70;00() f:Y I ( .711 CONCRETE i SHCHCRETE CONCRETE CHi'sHIIER L REINFORCUIU STEEL i.r300 C\' 65 TON c .71S SUPf"ORT ROCKBOLTS 50 HtN \. .71.C MECHANICAL GATES 1 { i ~ I f v l r· .. '. ---·-~~ 20 wnv. 2a 19at TOTAL REMARKS --------------------~~-~~~---$. 000 i ( t f ·. . r· ( . ,~ . .•. ~ .. . •• .. ---.. ' • ( n r. • 0 J t i • l 0 l ~ 0 0 ' t ' ( 0 c c ( . ! (} i 1 u 0 l l ----SUSlntA HYDRDELECTRtC PROJEt:T PRELJMINARY ES1U!Al£ D~V IL t!ANYON ----ITEH DESCRIPTION QUANTHY UUlTS lJN;ll PRICE .a PENSTOCKS .81 PENSTOCKS .stt EXCAVATION TUNNELS HORIZONTAL lNCLI~ED • £11-t . .CONCRETE 'I SHOTCRElE CONCRETE .LUtER REINFORCING STEEL .81S SUPPORT ROCi\BiiLTS SUPPORT STEEL .ate STEEL./METALWORK STEEL LINER • 9 TAtlRACF. VORKS v91 TAILRACE TUHNELS/PORTnLS .911 E:<CAVATION TUNNELS tHAlNl ROCK TUNNElS I:SECON!iARYJ ROCK PORTALS tMAlNJ OIJERBURDEN-J.JRY OVERBURDEN-WET RllCK USEABLE ROCK WASTE PORTALS tSECONDARYJ . OiJERBURJ.JEN-IJRY OVERBURDEN-WET ROCK US£ABtE ROCK WASTE .913 FOUNDATION PREPARATION f'ORTAJ,.S A A A A ---=~~~~ ~~-~~-~------ to,ooo t.Y 37,000 cv 21,100 BSQ 200 0 1t600 271r000 .20rSOO 42t000 0 ts,ooo 0 21rOno 0 7t500 0 CY TON TON ron TON CY CY C)• CY (~)' CY CY CY r;Y CY ----- -~!11!!1 21 NOV. 201t5t AMOUNt TOlAL REHAkKS ----~----~-~~~~-----• 000. --000 ~. ' • .. • .. '' .. , J. • .. .. ., ( ( ( \ ( { I ( t u J ~- -' ~ -( c· c I c c l·o I ... " • 0 ( ; 1(. .c (; ------SUSITNA HYDROELEtl·tdC t:'RtJJE't~'l PR~LllUNARY ESTJMATE DEVIL CAllYON -QUANTITY ----ut~ITS UHlT PRICE ~MOUNT ITEM DESC~lPTION ----------~--~------~------------------~ ------------------~--------~----~------- iUlRIZONTAL INCLINED .914 ·CONCRETE I SHDTCRETE TUNNELS tfUtiNJ ------~-=---=-· · i;uNCRETE LINING CONCRETE SLAB CONCRETE PIERS R'£1Hf'ORClltt1 STEEL STEEL HESR SHDTCRETE TUNNELS tSECONDARYl. CONCRETE LINING CONCRETE SLAB CDNCRET!r f"lERS REINFOffC:ING STEEL STEEL f~SH SHOTCRi~TE PORTALS tMAIRl -CONCRETE BASE SLAB CONCRETE WALLS REINFORCING STEEL ~CRTALS tSECONDARVl CONCRETE BASE SLAB CONRETE WALlS . REINFORCING STEEL .915 SUPPORT TUNNELS . .ttlAINJ ROCKBDLTS STEEL SUPPORT TUNNELS tSECONDARYl ROCK~OLTS STEEL SUPPORT PORTALS tHAilU RDCKtHiLTS PORTALS tSECOND.ARYJ RDCKBOLT.S • 9t6 . SAFETY PROTECTlOH f'ORTALS ROCKBOLT.S STEEL MESH A A 0 0 1'h100 0 0 .355 0 0 8r800 0 0 1BO 0 0 100 650 30 . 50 400 15 :no itOBO .. ss 150 25 7 () 0 SF SF CY tY CY TON tON SF cv CY tV iON TON cv CY CY TO.N CY CY TOM TON TON TtlN TOk TON TON 1DN TOR t t noo -------~!le 22 80\f. 20 t9SJ ., TOTAL REMARKS ---~-----------~----~~~~~~---. f $ 000 ' ( ~ ----... .-I --· -. $US!TNA H'nlROELEtTRIC f'RDJECl" f'RELIM!NARY ESTIMATE DEVIL CANYON ------ITEH DESCRIPTION aunNrnv UHlTS UNIT PRICE AMOUNT ( .... ....,. __ . ______________________ _, ____________ _ 1 r·. . ' c. (. J ("} . I • t I f 0 I 0 $ r r • r ( ( SHOTCRETE t91B CONSTRUCTION ROAD~ CONSTRUCTIO~ ROADS HAUl TUNNEL SECONDARY TIJNU~L. .9tC MECHANICAL GATES HAUl .SECONDA~Y 333 _, l.UtTE:RWHEEL!h ~URBINES., GENi::RATORS '1 l'Or.!lHNES GOVERNORS .11 TURBlN~S GOVERNORS TURnltlES GOVERNORS • 2 GE~iERATORS Z::XC-ITERS .21 GENERATORS I EXCITERS GENERAlORS l EXCIT~RS .J HIS.C HECHAJUCAL . .31 tUSC HEt!HANICM. IUSC MECHANICAL , _Jl4 ACC 1E::SSORY ELECtRICAL EOUIPHENT ' ·! .1 C·ONNECTORS., SUPPORtS·; STRUCTURES . • 0 0 0 1 1 1 1 SF HIL£ HU .. E LS LS · ts lS t.s . -~--------------~----- ... ----mw~ 2 o t9tJt TOTAL $ 000 ... -~· ~ ( ~ (' (• (• : ! 0 . j 0 '!; r: (' r '. ( ( (; : !. t ' l (.; (' l ( t ' --ITEM DESCRIPTION --·-·-SUSITHA HYDROELECTRIC pr:;oJEt!1 . PREllfHHAR'( ESTlHA'rE DEVIL CANYON OUAN.TITY --------------------------~---------~-------------. .11 STRUCTURES STRUCTURES .12 CONDUCTOR!S I tNSUtitTCRS COf.lDUtTORS I l:.USULAlORS •. • .1.3 CONDUITS CONDUITS .2 SWITCHGEAR I CONTROL EOUI~HENT .21 SEPARATE EXCITERS SEPARATE E~CITERS .2:l TRANSFORMERS TRANSFORHERS ·2~ .CIRCUIT BREAt{ERS CIRCUll BREtiKERS ·.24 SURGE PROTECTION SURGE PROTECTION ·25 SWITCHDOARDS SWITCHBOARDS t26 AUX. PllWE~ EOUIPHENT AUX. POWER EOUlf.'HENT 0 0 0 0 1 0 () 0 1 -----· -· l'>'~!!e ~.-. JtOV. 2 Q t98i UNITS 1\Mtlllf.lT 10TAL REHARKS ------~-----;,---------~~~~~~--~---. t t 000 • 000 LS t.S .. ~ LS •' . , . ts . • LS .. LS ~. :t .... LS : . lS ' ·• "'$"" f ~ :.~ L . ' ' •. . ": ~ . . . ' ' . . . ! . . '. ' . ' ~~ . . '. . . . . . . . . . ' . . . . . ':. ·~ . ' .· .... ~ •• ' • ' . ' ' . . : ' . . . . ' : . '.. . . . . . . ".. ~ . ' ' : -·-------_,_'_ ::lt · r t sm rt&''lfl l f ( ( 10 I" 0 l ( ( I t .,, u n SUSITHA HYDROELECTfHC PROJECT PRELIHIN~RY EST1MA1E DEVIL CANYON ITEH DEStRIPTION OUANlllY UNITS . URlT f'RlCE AMUUtH' lOYAL -~-----.---... ------------------·-------------·---------.-.-------______ ....,_411!____ ------~ .... """"· ---------· ~3 CUB!CI.ES I APPURl.ENENC£S 335 ., .·&1 ,.31 CUBICLES l APPURTENENC£S CUBICLES t Af'J-'URTENENCES " ,4 TESTING ···U TESTING TESTING .s ELECTRiCAL I ASSOCIATED ~51 ELECTRICAL l. ASSOCIATED ELECTRlCAL l flSSOt:lATEi.l lUSt. POUF.RP.LAH.T EQUIPliEHT AUX. EQUIPMENT .u UNWATERING. ' UNWATERIN3 .12 Ui\UOE;iNDICATlNG D.EVIC£5 GAUGE/INDlGATlNG DEQICES .t3 AIR l COOL.lNG.SYSTEH AIR l COOllN8 SYSTEM • 14 COHf'RESSOR M R COMPRESSOR AIR ' • 000 0 L.S LS 1 LS • ,; 0 tsJ .a Ui ~ 0 1.5 -.. --· ~)lfe·2s WOV. 20191U . . ·-·-··--·----ITEH DESCRIPTION SUSITMA HVDROEL£CtRIC PROJECT PRELIMINARY ESTIMATE .DEIJ !L CAH'(DN DtlhNTI1Y UNlTS . . ___________________ • ___ ...., _____ < ___ • ______ .....,. __ _ ---------c-1 ____ ..._ __ _ ' r : .. I I ! ·c (' 0 ! ( T ' ·c \ -.ts .16 FIRE PROTECTION ·SYSTEH .FIRE .PROTECTiON SYSTEtl CRANES CRANES .19 OTHER OTHER • 2 GENERAL STATION EOUlPHEtH • 21. GENERAL $1 AT.tOM EOUlPHENT GENERAL STIITlON EQUIPMENT .3 CDHHUN!CATION SYSTEM • 31 COHHUNlCATtDM SYSTf.H ~"336 RtlADS .1 • ROADS COHHUNtcATIPN SYSTEtl .12 SITE ROADS :~ S.l TE ROAt\S .~ HA.UfTENEHCE GOLt\ CREEK-DEVI.l CANVI'.JN HAlNTEMENC~ . 0 LS 0 LS. 0 LS 0 5 5 .... 1 l.S HlLE HlLE L.S UNIT f'Rlt£ --------------· .. MttlUNT . TOTAL ---------,. _,_. __ !IW' ___ _ $ 000 , . . . .. .. . ., . . •. $ 000 -Rf.nARKS ·' . ... .. .. ·• .. --~~2A ·~20t9at { r c 0 { ( { --.. 1 n I ' L ' r •· c . ,· I I I 0 0 l 0 { (_; . c ! t I l r "~-- i I l t • l (.) 0 ----. -•• ..• ___ ·· 1.·-----. SUS!TNI\ HYDROELECfRIC PROJECT PRELll'liNARY ESTIHA1E DEVIL CANYON .ITEM DESCRiPTION OU~NTlTY UNITS UUH P~lt:E Mitll1NT ________ .., _________________ .,. _____ ..,.._..., ______ ..., _ .. ________ ----------------------_______ _._ $ ()00 TRANSMISSION PLANT 350 LAND t LAND RIGHTS LAtiD l LAHD R.lGHTS 0 352 SUBST~TlOH I SWITCHING STATtON SUBSTIJT.ION t SW!TCHIH!3 STATION STRUl!TURES & . !11PROVF.MF..NTS .1 SUITCitYARD .it SWITCHYA~D SWITCH'iARD 353 SU;1$T-HTIGN/SWtrCHING STA EQUIP SUBSTATION/S~lTCHING STft EQUJP 354 ST~EL TOWERS I FIXTURES STEEL TOWE~S t FIXTURES 356 OVERHEAD CONDUCTORS l llE.VtCES 0\IERHEAll CONDUCTORS l DF.VICES 1 LS <'1'-~1!' :!"1 WN. 20 1Sst· TUTt.L RFtiARKS -------------------~~~~~~- -.. '· -( r~ c i: .. ' t ( ---SUSIT»A HYDJtui::LECTfUt PROJECT f>REL!HUUd~Y ESl IHflTE DEVIl CANYON -. -~~· ·_ ~ ·. :: .:: . . . -.. ·j .·< · .. ·. -· ·: . : · -.. . ·. ; ~ ~ · r .. t .. . · • . -.: ~ >--:.. .-.. ·· . ·_ . ·.. -.· · .. ~. · __ :1: .' ·. --... ~as.e '28 ITEH. DESCRIPTION GUAN'tll'Y llt-fl tE; UNIT __ f'R'Jc~· AHOUN'f TOTAL · RI:'KARKS lfl'N. 2 0 198f ---------------------------------~--------------··-----------------------------------------. ---------------....... ___ _ 359 ROADS i TRAI~S ROADS l TRAILS GENERAL PLANT 399 l..ANb t LAND RIGHtS LAti'O l Lt!ND RIGHTS . 390 STRUCTURES t lHPRDVEHEMTS STRUCTURES l lHPRDVEHE-:tn S 391 OFFICE FURNitURE/EQU~PHEMT OFFICE FURNlTURE/EQUlF'tiENT $. 000 i I 392 TRM~SPORTATION EOUIPHENT TRANSPORTATION EQUIPMENT tu I ( ' I I I [ ..... --·-----------• . .. .. ' ; ·' ! { t ir 1 . ; i ; ( I I I <~: .... I t: • t ~n ~ ; f ( ' ( ( ·C •.J SUSlTRA HY.tlROELECT-RIC PROJECt PRELIMINARY ESTlliATE DEVIL C~NYON ITEH DESCRIPTION ·QUAN~ITY '----------------~---------------------,..--:-----------' ~l93 STORES EOUIPHENT STORES EllUlf'HENT 394 TUOLS SHOP t GARAGE EQUIPMENT . TOOLS SHO? l BAl<Atlf.. EllUIPHEt~T 395 LABORATORY EQUIPME}fT • LABORATORY EDUIPHENT 396 POWER ·oPE:RA'TED EQUIPMENT POWER OPERATED EOUlPm·:tn 397 C011H0NU!ATIOtfS EOUIPHENT CoHHUNICtHIONS EOUIPIUi'WT 39S 1USCELLA~I£0US EOUIPMENT tliSCELLAtiEOUS ... EOUINIF.NT UNITS UNll' f•~lCE ~-----.!..-----f, O(JO . ,. . .. .; . .. .. . .. ... TOTAL _'!"~" ______ _ ~ .. --·· f~$11! 29 :trov. 2 0 1981 t ~ ... . . . -· l ~ () \' ( ~ '- -' f·. • i l . (· i l t c • i. c: n 1 I 0 0 f p ' ( • { .. --- --· ---SUStTNA HYDRO.EL'ECTRI.C.PROJECT PRELIMINARY ESilHAtE DEVIL CANYON ---·-.., --•• --~lt?'30 D. 201S8t AflllliNT .,. tOTAl. REtlt'lRKS. lTEl1 DESCRIPTION ---..o..-,;...c-------~--~--"""--~-~---------------...::~~ --..... ----~--""'*-W"f--.... ---·-~_,... __ ....,. __ .,..__ -------..:..-------------~----... --.-*""N~~~~ .... --UNIT. PRICE t 000 399 tli'tiF;R TANGIBLE PROPERTY 61 62 &3 . OTHER TANI,llBL£ PRtlPERTY 'l:ND'!RECT COSTS TEHf'ORARY CONSTRUCTIOH FhClllTl~$ . TEflPURARY tOHSTRUCTION f:ACIJ.lTlES COltSTRUC!ION EOUlPHEIH CONSTRUC'"flOU EOUlPHENT . ClAMP t·COtnU.SSARY tAMP l to~MISt'lRY .. t tiAT.N CAMP · Ht\Itf CAHP .2 VILLAGE V'JLLAGE • 4 CATERINO & ·SUPPORT CAtERING l SUPP(If(T ~s CONSTRUCTION POWER COfU;J'RUCTlDM POWER 3d 50 350 2,680r000 1 -' · .. ~ -· ~- .~ UNllS to' ,• UNITS *' J, ; H ... DAY .. .. lS ~;:- I I ("~ ( l ( 0 (' ·(; -·-·----·-.. --·r"t SUSlTNA k\'J)ROELECTRlC ·PROJECT PRELlH,UUmY ESTIHAT£ . llEVIL CANYON ITEM DESCRIPTION QUM~TITY tt»ITS }('\ l i t p . . (. t 0 0 '! 0 ( '"'-------.~.~--·----------.---------------·--------' 64 lttBUR EXPENSE 6.5 66 . .LABOR EXPENSE SUPERlN.l'EtlDENCE SUPERtNTEHltE'NC£ INSURANCE· lNsURANCE • FEES •• FEES" . ( ' 1 SU&TOTAL CONY.UlGENCY 71 . EtlGINEERlH[! . ' 72 LEGAL EXPENSES 75 TAXES 76 77 UiTEREST ___ ,_ __ , ___ ~· 'X X % % X --UNiT f:'Rlt:E -~~~--~--~--- .!' . ~ . .. . , AtitlUNT' ... 1QTAL $ 000 •· ·-. J ... . , . .. .. ... .... Iii ';f"· ~~ "' ;_• 1 .. ,; .. '" --~"!:fe 31 'ftOV. 20 tYt· ; . REttARKS { r { f ~ t tJ r t:· L "' I • \,, ll -----( l i l (" l • ·C c . -• c . • • i • .. . t·.: • * . c: . , ( . i 1 l l I 1 • l ... . ·f ! : \ • ! I c . ( .. l • l i' ( ( • I L~ 0 ' I .• •• -lTE.. DESCRlPTIDW -SUSiTNi\ HYDROELECTRIC.F'ROJitT PRELIIHNARY ESTfHAT£ DEVIL CAU'ttnf """"~ .... ~ --~~-------------------~.-------------.... ------~--------..., 8() lql'AL PROJECT COST .. ----, •. :.!It! 32 ffOV~ 2 0 19&1 UttlTS . UNJT f'RlCE AHllUN:T --------~-.; ----~-·------------... --~-TOTAL ---------• l ol•o . ~ 000 ·"" ... ,..........._.. .. _....._.- .. ... • .. ., , • t>' ·e - ' # • • . " ' 0 • • • • • • • . • ~ • I • ' . I I I I I ~· I ., I I I I' 01 I -1 I 1: I I I " -TASK 9 -~EBASCO ESTIMATING PACKAGE NOVEMBER 20, 1981 -(drawings that go with report un~ble to be microfilmed with report) . The folJowing drawin~s can be found on drawing Index for Draw~rigs~: .. bed:~g-··Mi crufi 1 me d. PLATE 8.1 Watana Va1ve Type Spillway Alternative General Arrangement (SK-57DO-C6-218 _ Revision A} PLATE 8.2 Watana Valve Spillway Alternative Main Dam & Diversion (SK-5700-C6-220 Revision A) PLATE 8.3 · Watana Valve Type Alternative Power FAcilities & Spillway fSK-5700-C6-222 Revision A) SK~5700-C6-225 Watana Underground Powerhouse 6 x 165 MW Units Section SK-5700-CG-226 W~tana Diversion Plan at Intake SK-5700-C6-236 Watana Underground Powerhouse 6-165 MW Units General Atra~gement & Section . SK-5700-Cfi-237 Watana Underground Powerhouse 6-165 MW Units Plans and Section SK-5700-C6-305 Devil Canyon Thin Arch Darn Geofuetry PLATE 9.2· Devil Canyon Scheme 1 Sections (SK-5700-C6-312) PALTE 9.1 Devil Canyon Scheme (SK-57QO .... C6-313) SK-5700~C6-314 Dev~l Canyon Scheme 1 Site Layout SK-5700-C6-621 Devi:l Canyon Main spi 11 way Genera 1 Arrangament Plan & Profile