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HomeMy WebLinkAboutAPA181r rf; !Ie.n .t'i~/L/:;)S Li .;.""-58 lute';;(3 .-----'--_~J1.0.lS'I SUSITNA HYDROELECTRIC PROJECT FEASIBILITY REPORT VOLUME 6 APPENDIX C COST ESTIMATES FINAL DRAFT Prepared by: • ARLIS Alaska Resources Library &Information Services Anchora~e Alaska r'"" I i 'L....--__ALASKA POWER AUTHORITY __----I -! r- I ! r- I i, SUSITNA HYDROELECTRIC PROJECT APPENDIX C TABLE OF CONTENTS APPENDIX C -COST ESTIMATES C1 -Watana Hydroelectric Development -Estimate of Cost . C2 -Devil Canyon Hydroelectric Development Estimate of Cost . C3 -Construction Manpower Forecasts . C1-1 C2-1 C3-1 Ii""" I r- i. ,....., I ! "... l M [ ! APPENDIX C1 WATANA HYDROELECTRIC DEVELOPMENT -ESTIMATE OF COST The attached sheets provide a detailed breakdown of the Watana Hydroelectric Development estimate of cost.The following explanatory notes apply to the attached sheets: -The estimate includes all costs related to the power development.In addition to power facilities,the estimate includes costs for access,site facilities, transmission facilities,engineering,and owner's costs; -All costs are in January 1982 dollars; -The estimate follows the Federal Energy Regulatory Commission's (FERC)format. All FERC accounts applicable to hydroelectric developments are listed.Notes have been included throughout the estimate to indicate wherever costs have been incl uded in other accounts.Major accounts are divided into subaccounts. In general,structures are designated by subaccounts with a further breakdown by type of work; -Accounts 330 through 339 cover Production Plant and Transmission Plant.These are the estimated costs for the construction work and include contractor's direct and indirect costs; -Accounts 389 through 339 cover General Plant.The estimated costs of this plant have been shown under Account 399; -Accounts 61 through 69 cover Indirect Costs.These accounts generally include costs which are not attributable to any specific structure or item of work. For this estimate,only Account 63,Camp and Commissary,has been used.Other indirect costs have been included in the appropriate costs for Production and Tr an sm iss ion Plan t ; -In Account 63,the following major costs have generally been included: Construction of camps and villages; Operation and maintenance of camps and vill age; Electric power;and Construction heating and ventilating. The one exception to the above is Transmission Plant where the costs of camp have been included in the costs; - A contingency has been added to the subtotal of costs included under Production Plant,Transmission Plant,General Plant,and Indirect Costs to give a total construction cost;and -Accounts 71 through 80 cover Overhead Construction costs.For this estimate, the engineering and owner's costs have been shown as a percentage under Account 71. C1-1 ARLIS Alaska Resources Library &lnfortnauon Services Anchorage.AlaSka The preparation of the cost estimate included the following steps: -Preparation of a detailed analysis of labor,material,and equipment costs for each item of work; -Summarizing of the above data for 1abor,material,and equipment for input into the computer program for each item of work;and Production of a computer summary of the cost estimate in the format as attached.As a result of this procedure,unit prices have not been rounded, but in general,the accuracy should be considered reliable to three significant figures. C1-2 --1 -~-]--1 ~~~l CO"~]r-'--,,-,'----1 -~-j =----1 '--~---l J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date;l-MI;R-'82 file;WACOST.DAT;S9 pase ITEM DESCRIPTION PRODUCTION PLANT OUijNTITY UNITS UNIT PF:ICE $ Ml0UNT $000 TOTr~L $000 F:E~i(,F:r;s 330 LAND I LAND RIGHTS .1,LAND LAND .2 LtlND F:IGHTS LAND RIGHTS -IN ABOVE ,3 MIse CHARGES &CREDITSMISCCHARGES/CREDIT-IN ABOVE 1 LS 5bOO(i,OOO,00 51,000 °LS 0.00 0 ~Ie:0.00 0'•.J 1___' 51 d)OO 331 POWERPLANT STRUCTURE IMPROVEMENTS ,1 POWERHOUSE .11 POWERHOUSE &DRAFT TUBE .111 EXCAVATION POWERHOUSE VAULT ROCK DRAFT TUBE ROCK 122,500 25y200 Cy Cy 45.F 45~47 5~570 1>146 .113 SURFACE PREPARATION/GROUTING POlrJEF:HOUSE SURFACE PREPARATION DR(.IFT TUBE SURFACE PREPARATION GROUT CURTAIN (U/S OF P-H) DF:ILL.HOLES CE11ENT .114 CONCRETE &SHOT CRETE POI,:c'F'!-lnU~E WI.-"-'CONCF:ETE CONC OVER BREAK 12'H/6'V REINFORCING STEEL 4'SHOTCRETErlRAP'TlIBE~,"CONCF:ETE CONCRETE OVERBREAK 6' REINFORCING STEEL 2"SHOT CRETE 99,000 c~..,r- 7tl f 500 SF 43,800 LF .1.7 y ~}OO CF 32,600 C'-l,I 2,400 CY 1,630 TOrl '4.1,000 SF 12,000 Cy 2,500 i""wI 990 TON tL'IOO C'"t:~'I 1 +r4B 1.4B 12 ..72 37+34 19,00 05'190 19328.20 4.67 319.00 205+90 ly328t20 1')ll'1 -,'_i-'''/.a:. 69716 1.47 i 1 ~ -I-.......'"}. 55'7 6<::'1'.\.J ..... 1}d170 10d99 494 2,165 191 3!:828 51:5 1<H5 15 189922 ---)----1-1 .-=_'~-l--~~l ~'-'"--·]-~'-l ) SUS ITNtl HYDS:OEL.ECTF:I C PF:OJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN !M\Ti~Nti date:l-MAF:-82 file:WACOST,DAT,89 i::'8se:2 ITEM DES(:RIPTION QUI~NTITY UNITS UNIT F'I\ICE tiMOUNT TOHIL F:EMtlF;I\S $$000 $000 .118 STRUCTURAL -MIse STEELWORK F'OWERI~OUSE &DRAFT T~JBE STRUCTURAL STEEL/CRANE RAILS .119 ARCHITECTURAL POWERHOUSE ARCHITEC'rURAL t1:l7 IIRAINAGE HOLES (U/S OF POWERHOUSE) HOLES (POWERHOUSE CROWN) .115 SUPPORT &ANC~IORS POWERHOUSE ROCKBOLTS I'@ 25'HY ROCKBOLTS l'@ 15' STEEL MESH STEEL SUPPORT DRAFT TUBEROCKBOLTS '@ 25'HY ROCKBOL1'S ~@ 12 1 ROCKBOlTS '@ 9' STEEL MESH E(lCH 573~B2 557 [riCH 341.92 674 c ..2.70 120,II TON ;),888.45 807 Ef~CH r:.'7-Q"l 86•.1 ..,j.;l...IL EACH 245.51 96 EriCH 200.80 38 SF 2.91 cr:.',.hi ~......---_.....~.,-_.. 2!432 LF 22.79 342 LF 22t79 650--_._------ 991 Lc 3l049?350TOO 3,049,w -_....__................. 3}I049 LS 1,235,400.00 1,235 "M'~_______ 1 ,235 SETS 190,000,00 760 SETS 90,000,00 540LC~600,OOO+()O 600.--.' .......H ........_........_.... 1,900 ::.-;:;::;::~::::=::::::=::: 36,717 6 1 4 1 :l, :l50 390 190 18,900 970 1,970 44~·600 137 15~OOO 28,500 hECHI':lN I C:~iL. DRAFT TUBE GATES nDp~T TUP~GATE GUIn~Sf;~:<~F':T TI!~E~r'F'~l'.Ir:,...r..I ~1"1 I..:.'~'..I 1 f ,t \~.. i .1 ,...." of Jolt.· .12 ACCESS TUNNELS &PORTALS .!21 EXCAVATION TUNNELS -ROCK MAIN TUNNEL TRANSFORMER GALLERY TUNNEL GROUTING GALLERY TUNNEL SURGE CHAMBER ACCESS TUNNEL PENSTOCK ACCESS TUNNEL PENSTOCK ELBOW ACCESS TUNNEL 507250 CY 49.J.7 2,471 17,750 CY 49.17 873 1,900 CV 1.99.82 380 I J,}C:;l\CY 73.27 C"",,"'~"",J.:!1 61,500 CY 73,27 4,506 15,000 CY 73+27 b099 ]--1 -"1 .---"]~~].-_'-,.]~~--1~~-1 c--'••"'~'--'~'1 -'~-']]-1 SUSITNA HYDROELECTRIC PROJECT ~~BRlf.ILITY STUDY ESTIMTE -ACRES r~MEF:IU1N [41".I f-iNH datE!:1-t1AF:-B2 file:WACOST.DATI89 pa9t~:3 ITEM DESCRIPTION QUi'lNTITY UNITS UN IT F'F\I CE (.li10UNT TOTf1:_f::E1'1 f':f;:1<S ------------------------------------------------------------------------- 'Ii $000 $000 ACCESS SHAFT TUNNEL CONNECTOR TUNNEL POPTPI C,'LuOVERBURDEN ROCK .123 SURFACE PREPARATION TUNNELS MAIN TUNNEL SI.J~BPENSTOCKACCESS TUNNEL SLAB 1'1t1 I N POF:Tf.iL HORIZONT {IL INCLINED .124 CONCRETE &SHOTCRETE Mi'lIN POF:Tj~L CONCF:ETE SL.f.1B CONCF:ETE l~tll.I..S CONCRETE OVERBREAK 12'H/9'V REINFORCING STEEL TUNNEL~3 CONCRETE SLAB MAIN TUNNEL CONC PLUGS PENST ELBOW ACC CONC OVERBREAK MAIN TUN 6' REINFORCING STEEL 2'SHOTCRETE MAIN TUNNEL 2'SHOTCRETE TRANSFORMER GAL 2'SHOT CRETE SURGE CHAMB ACC 2"SHOTCRETE PENSTOCK ACCESS 2'SHOTCRETE PENST ELBOW Ace 2'SHOTCRET£ACCESS SH~tF'T 2'SHOiCRETE GROUT GALLERY2'SHOTCRETE CONNECTOR TUN 1,300 CY 1~900 L,.T 6~OOO CY 31000 1-'\"", 53,100 SF 65,200 SF 200 SF 2,100 SF 30 CY 570 CY ~.;O rv",40 TON 1,950 CY 15,000 ('v "lIMo CY ~n TON/1\) 201100 SF 7,100 SF 3,900 SF 24,700 SF 7,100 SF 300 SF 800 SF 800 SF -1'1 "17ILJ"4.l 191.36 8.6::':, 24 ..88 1.02 1.02 1 1\.-'1....'JL 1.48 187.05 187.05 169,t,5 1~328T20 "..,...,I'.......oj ••,,i'.! 348,00 159.50 ly328t20 2~42 2+42....~ i:.+r:'~L 2.;o'll2 2.42 2.42 2.42 2.4::. 95 36') 52 J!'~':: i .J 10,445 54 67 o 3 12<1 6 107 ov 53 452 5~220 160 0.·.r '"' 49 p' c.'; 60 17 1 2 2 .i25 SUPPORT &ANCHORS MMN TUNNELROCKBOLTS 1"@ 12' ROCKBOLTS 1"@ 9' STEEL l-lESH STEEL SUPFORTMAINTUNNELPORTAL ROCKBOLTS l'@ 15' TRANSFORMER GALLERY TUNNEL 69256 1,200 EI~CH 245.51 295 '1t:'n EACH 200+80 50,i..,••JV 63,000 SF 2.93 185 66 TON 5,888.45 389 50 EACH 341,92 17 -'"1"'"1 ""1 ~"~1 ,"~"1 '"]'1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:I-MAF:-82 file:WACOST.DAT;89 page:4 ITEM DESCRIPTION QUMHITY UNITS UNIT PF:ICE MOUNT TOTAL F:EMr.lRKS___________________________________________ww__________-------------------- ROCKBOLTS l'@ 12' ROCKBOLTS l'@ 9' STEEL MESHSTEELSUPPORT GROUTING GALLERY TUNNEL ROCI<BOLTS 3!4~@ 6 F STEEL MESH STEEL SUPPORT SURGE CHAMBER TUNNEL ROCKBOlH'rS l K @ 12' ROCKBOLTS I'@ 9' STEEL MESH STEEL SUPPORT PENSTOCK ACCESS TUNNEL ROCKBOLTS l'@ 12'ROCKBOLTS l'@ 9'STEEL MESH STEEL SUPPORT PENSTOCK ELBOW ACCESS TUNNEL ROCKBOLTS 1"@ 12' ROCKBOLTS l'@ 9' STEEL MESH STEEL SUPPORT ACCESS SHAFT TUNNEL ROCKBOLTS l'@ 12' ROCKBOLTS l'@ 9' STEEL MESHSTEELSUPPORT CONNECTOR TUNNEL ROCKBOLTS 3/4"@ 6' STEEL MESHSTEELSUPPORT .129 ARCHITECTURALMAINPORTAL DOORS .i2C MECHANICAL VENTILATING SYSTEM (INCL IN 63.81 &63.82) 410 EACH 70 EACH 22~500 SF 24 TON 160 HICH 160 SF 2 TON 230 EACH 50 HICH12,050 SF 14 TON 1,430 E{~CH 240 EACH 77,500 SF 58 TON 420 EACH 120 [(ICH 22~500 Ct: \_11 30 TON 20 EACH 20 EriCH 930 SF 8 TON i 'n EACH~Ol,} 160 CI:"w, 2 TON 2 SETS $ 24~}.51 200t8Cr 2.70 5,8138.45 152.02 2.93 5,888.45 245.51 200.80 2.93 5~888.45 245.51 200.80 2.93 5,888.45 245.51 200.80 2.93 5,888.45 245.51 20()~80 2.93 5,888.45 152.02 2+93 5,888.45 70,325.00 $000 101 14 61 141 24o 12 56 10 35 82 351 48 227 342 103 24 66 1n I::'~I 4 3 47 24o 12 :'906 141 141 o =:;::::::::::::-.::=:=::.-:= 19,871 $000 ····~1 ,..-~~)~'-l "~-'-'=-l "-~']""~-')-'~1~'~1 -----1 ~--~l .~-]'----1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE $ f~MOUNT $000 date:I-MAR-82 file:WACOST,DAT;89 r:rase:5 TOTtil.F:EMtlPt\S $000 .13 ACCESS SHAFT .131 EXCAVATION ROCK .133 SURFACE PREPARATION SHAFT .134 CONCRETE &SHOTCRETE CONCRETE LINING CONCRETE OVERBREAK 6' .135 SUPPORT &ANCHORSROCKBOLTS3/4'@ 6' .138 STRUCTURAL -MISC STEELWORKMISCELLANEOUSSTEELWORK •139 ARCHITECTURALCONTROLBUILDING (INCL IN 331,2 CONT BLDG) l3??OO 6'"000 3,350 t,220 1,050 50 CY 114.87 11574 -.-------- 1,574 SF 1.48 95 -_._------- 9"~, CY 435.00 1,457 C'(253~75 310-...._....._....-~~_. 1 '7r)'J .'Ll J EACH 152.02 160...._....__................ 160 TON 3,436.50 172 ----_._--- '17'1 .J.l .:i.• .13C MECHANICALELEW1TORS 1 LS Sl99,500.00 o 1;000 1,000 :;.':::;,::::.....::,::::~::.:;;:::.~;::.: 4~766 .14 FIRE PROTECTION HEADJANK ,141 EXCAVATION ROCK ,143 SURFACE PREPARATION HEADTANK .144 CONCRETE &SHOTCRETECONCRETE CONC OVER BREAK 6" 1,150 2,800 250 4~) CY 279 i·B~j ~,)') 'l-ol-oI- ....__._---_..... ",}"'j;' \001";"",. SF 1.02 3 -----_._-- 3 CV 443,70 111'Jr.v 187.05 c·~,c, ----1 J~-l 1---']~---1 ~-l -'~~)~~,--OC--l _OJ -J J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WAJANA TTC"M....,1-,I DESCF:I PTI ON QUMHITY UNITS UNIT PF:IC£I~MOUNT date:I-NAR-82 file:WACOST.DAT;89 ?<lse:6 TOTAL REMtiRKS REINFORCING STEEL 10 TON ,145 SUPPORT &ANCHORS fWCi{BOL TS 1"@ 12''")<::ErlCH£..:..) fi:QCI{BOL.TS 1 n @ 9"10 EACH STEEL MESH 1,200 SF STEEL SUPPORT 2 TON .148 STRUCTURAL -MIse STEELWORK MISCELLANEOUS STEELWORK 1 LS .14C ~lECHANI CAL.PIPING.lWILVES -ONCL IN 335,:[2) $ 1,328.20 245.51 200.80 2.93 5,888.45 21,750.00 $000 13 133 6 2 4 12 23 22 22 o ::;:::=:~::=;::;:::.=:::= 502 $000 .15 BUS TUNNELS (TOTALS FOR 3 BUS TUNNELS) ~151 EXCAVATION ROCK HORIZONTAL ROCK INCLINED .153 SURFACE PREPARATION TUNNELS .154 CONCRETE &SHOTCRETE CONCRETE SLAB CONCRETE OVERBREAK 12' REINFORCING STEEL 2'SHOTCRETE .155 SUPPORT &ANCHORS ROCKBOLTS 1-@ 25' ROCKBOLTS 1"@ 12' ROCKBOLTS 1"@ 9' STEEL MESH STEEL SUPPORT 2,700 CY 107.82 291 1,300 CY 303.24 394 ....__.........-....-- 685 7 v 100 SF 1.48 11-----_....-- 11 350 CY 377.00 132 '11:'1'\CV 217.50 54.:..J'J 18 TON 1,328.20 24 2~'200 CJ:"2.42 5..J'-_._------ 216 60 EACH 573.82 34 140 EACH 245.51 34 ",on E?iCH 200.80 10~IV 6,800 SF 2.93 20 11 TON 5,888.45 65--_....------ 164 :::::::::::::::::~::~;:::::::: 1,075 ---~]"--~l '-~-----l "--~"1 ~-'l ~--l ~'J 1 --j ---~-l --1 _C)----, SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY UNITS UNIT H:ICE $ AMOUNT $000 date:1-MAR-82 file:WACOST.DATi89 PBse:7 TOH1L F:EMARKS $000 .16 TRANSFORMER GALLERY .161 EXCAVATION ROCK .163 ,SURFACE PREPARATION TRANSFORMER GALLERY .164 CONCRETE &SHOTCRETE CONCRETE BASE SLABCONeOVERBREAK12&H/6'VREINFORCINGSTEEL .165 SUPPORT &ANCHORS ROCKBOLTS 1"@ 25'HY ROCKBOLTS l'@ 1~( STEEL MESH STEEL SUPPORT .16i'DRAINAGE HOLES (IN GALLERY CROWN) 26,800 24;600 2,400 770 120 600 270 20,700 29 8,300 cv 41,56 1 d14--------- ld14 SF 1.02 25.--_.-....._---~ 25 CY 565v50 1~357 CY 174.00 134TON1,328.20 159----_...._--- b651 EI~ICH 573.82 344 Ei1CH 341.92 92 CI:"2,70 %..,. TON 5,888.45 171-_....._-_......_..... 663 LF ")'1 70 189L.&:......~_M"_______ 189 =:.:::=:==:::;::.::::",;: 3,642 P CABLE SHAFTS•i (TOTALS FOR 2 SHAFTS) .171 EXcrNATIONROCK 3,400 CY 303.24 1,031 ...._------- 1,031 .173 SURFACE PREPARATION SHAFTS 41,400 SF 1.48 61---------61.174 CONCRETE &SHOTCRETE CONCRETE LINING 1,040 CY 812.00 844 CONCRETE OVERBREAK 6'800 CY 406.00 325-_..._-----_., 1,169 .175 SUPPORT &ANCHORS ROCKBOLTS 3/4"@ 6'650 EACH 152.02 99_._---_._-- 99 '~"~'"1 -1 ""'-'-1 -~~J~~~'l ~~~1 -'1 ~~-~l ~---1-~1 ]} SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY .178 STRUCTURAL -MIse STEELWORK MISCELLANEOUS STEELWORK ,179 ARCHITECTURAL ENCLOSUF~ES ,17C MECHANICAL MANHOIST .18 DEWATERING <DURING CONSTRUCT.) .181 DEWATERING (POWER FACILITIES) DEWATERING .19 INSTRUMENTATION .191 INSTRUMENTATION INSTF:UMENT AT I ON .2 MIse,BUILDINGS &STRUCTURES CONTROL BUILDING 18 1 2 1 1 1 UNITS UNIT PRICE ?lMOUNT--_........................_.__...._....-_.-........---------- $$000 TON 7,250.00 131 --------- 131 LS 841100.00 84 --------- 84 EACH 220,000.00 440 ................----- 440 :::::::.=.:.:::::::::.-;:=:::::::: 3,015 LS 564,050.00 564 --------.- 564 ::::::===::.-;;:;:::::::;;-;;:: 564 LS 723,550.00 724 --------- 724 ::::.:.-;:::==:::::;:-:::: 724 LS 1,870,500.00 1,871 =:::;;::;::::::::;::::::::::.: 1,871 date:l-MAR-82 file:WACOST,DAT,89 ?ase:8 TOTAL RENARKS $000 .3 PERMANENT TOWN (INCLUDED IN 63,5) ====::-.::::::==o 72,747 e<~""'j "<~'~'-"l "~'7'71 "'~']"77j <~<~"l ~'~-'l '7"]~7C'_7 7 --l~-----J 1 1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:l-MAR-82 file:WACOST.DAT;S9 page:9 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS____M____________________________________------------------------------------------ ----------------------------- 332 RESERVOIRr DAMS &WATERWAYS .1 F~Ef:)ER\)OIR +11 CLEI~IRINGCLEARING 3/,,500 tlct\E $ l,450.00 $000 54,375 ::::~;.;:::;;:;:;:;:::;.::-~,;::::.::. 54,375 $000 221,000 C"·1 208,000 CY 700 CY 11 ,200 CV 10BdiOO Cy 21,750 CY 17,000 CY 120,000 CY 28,000 CV 1,800 CY 4,1'00 CY 19dOO CV .2 DIVERSION TUNNELS/COFFERDAMS .21 DIVERSION TUNNELS/PORTALS - <INCL COMBINED TAILRACE/DIV- ERSION TUNNEL &PORTAL - SEE 332.9) .211 EXCAVATION UPPER TUNNELROCKLOWERTUNNEL ROCK EXCAVATE CONCRETE FOR PLUG UPSTREAM UPPER PORTALROCKUSEABLE(FACE ONLY) UPSTREAM LOWER PORTAL <INCL MOST EXC FOR UPPER PORTAL) ROCK USEABLE ROCK WASTE DOWNSTREAM PORTALS OVERBURDEN ROCK USEABLE ROCK WASTE EMERGENCY RELEASE CHAMBERS EXCAVATE CONCRETE FOR PLUGS GATE CHAMBER ACCESS TUNNEL TO GATE CHAMBER ROCK .212 FILL TEMPORARY COFFERDAM TO CONSTRUCT UPSTREAM PORTALS .213 SURFACE PREP/GROUTING UPSTREAM UPPER PORTAL HOF:IZONTr)L INCLINED UPSTREAM LOWER PORTAL 23,000 3~200 8,600 [:y SF SF 46.1'3 10,327 46.73 917204L7777 U i I W ....11.,1 24~88 279 24.88 2,687 24.88 541 8 t ·~)tl 147 24.88 2,986 24.88 697 49.17 89 49.17 2~H 49.17 c)"lO.r ,-J i-----_........- 281675 5.18 119 -----_...._-- 119 1 ~02 7~, L48 13 e~~1~"~'1 ¥-~1 '--]---1 '~"1-'-',~.""',c,~,.)]""1 1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA dat.e:1-M(~fi:-82 file:WACOST.DATv89 page;10 ITEM DESCRIPTION t1Ur~NTITY UNITS UNIT PRICE MOUNT TOT(.:IL REMARKS_______________________,.._."~______HM_____..----------------------------- HOfi:I ZONT 1~1L. INCLINED DOWNSTREAM UPPER PORTAL HDF:IZONH1L. INCLINED DOWNSTREAM LOWER PORTAL HORIZONTf~L INCLINEDGROUTUPPERTUNNEL PLUGS DRILL HOLES CEMENTtWOUTInWl='h'Turl p!="m'l Pli Ii:; u "~I~f;'~I'I"L'IJrl'J::'q ,.'-'-' \_Ilo.-,L-'L_o_' CEl1ENT 1,300 14~900 6,100 20,500 600 5,600 4dOO 820 2,050 410 SF SF SF SF SF SF LF CF LF CF !Ii 1.02 1.48 1.02 1.48 1.02 1.48 12.72 37.34 12.72 37.34 $000 1 "j") .L";'. 6 30 1 8 S2 31 26 15 $000 .214 CONCRETE &SHOTCRETE UPPER TUNNEL CONCRETE LINING CONe LINING OVERBREAK 6" REINFORCING STEEL 2"SHOTCRETE LOWER TUNNELCONCRETE LINING CONCRETE FOR PLUG CONe LINING OVERBREAK 6" REINFORCING STEEL 2"SHOTCRETE UPSTREAM UPPER PORTAL CONCRETE HEADWALL CONCRETE LINING CONCRETE SLAB CONCRETE PIERS CONCRETE OVERBREAK 12'H/6'V REINFORCING STEEL UPSTREAM LOWER PORTAL CONCRETE HEADWALL CONCRETE LINING CONCRETE SLAB CONCRETE PIERS CONCRETE OVERBREAK 12'H/6"V REINFORCING STEEL DOWNSTREAM UPPER PORTALCONCRETEHEADWALL CONCRETE SLAB CONCRETE OVERBREAK 12'H/6,V 421400 CY 101,200 CY 24 TON 56,000 SF 37,t.oo CY 6,200 CY 10,000 CY 24 TON 57,900 SF 31200 CY ldOO CY 750 r.v~I 800 CY 300 r"~.r 400 rON 4,500 CY 3,000 CY 300 CY 700 CY 350 CY 600 TON 500 CY 1(10 Cy 100 CY 209 261,00 11,066 145.00 1,479 1,328.20 3'" 2i42 136 261.00 99814 197.20 1~223 145.00 1,450 11328.20 3".:. 2~42 140 300.15 960 300.15 390 300.15 '11')r.:; L.Ji.."" 300.15 240 217.50 65 11328.20 531 300.15 1,351 300.15 900 300.15 90 300.15 210 217.50 76 1,328.20 797 300.15 150 300.15 30 217 •~iO 22 -')C"""-l --~-l C'~-~J 'J $000 TOT flL REMARI\S date l-MAR-82 file WACOST.DATIS9 pase 11 53 240 690 360 89 "1""""wi ,i,: 60 600 24 120 750 30 "17 ..hi 226 5?324 13 31 $000 (1110UNT $ 348.00 4.67 2 .,~2 300.15 300.1:::; 217;50 11328t20 ly328.20 300.15 300.15 300.15 217.501,328.20 00.15 00.15 17.501,28.20 UNIT PRICE --_._------------------_._----_...._.-----_._----------------QUANTITY UNITS --------------_.._._--- 40 TON 2,500 CY 100 CY 150 CY 170 TON 800 CY 2~300 CY 1~200 r."~T 410 CY 280 TON 200 CY 2,000 CY 110 CY 90 TON 15,300 CY2,790 SF 12,800 SF REINFORCING STEEL DOWNSTREAM LOWER PORfAL CONCRETE HEADWALL CONCF:ETE SUlB CONCRETE OVERBREAK 12"H/6"V REINFORCING STEEL DOWNSTREAM FLIP BUCKET CONCRETE SUIB CONCF:ETE ~H1LLS CONCF:ETE INVERT CONCRETE OVERBREAK 12"H/6"V REINFORCING STEEL DOWNSTREAM RETAINING WALL CONCF:ETE SL.i~B CONCRETE ~H1L.LSCONCRETEOVERBREAK 12"H/6"V REINFORCING STEEL EMERGENCY RELEASE CHAMBERS CONCRETE PLUG4"SHOTCRETEACCESSTUNNELTOGATE CHAMBER 2"SHOTCRETE SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION .215 SUPPORT &ANCHORS LOWER TUNNEL ROCKBOLTS 1"@ 12' ROCKBOLTS l'@ 9' STEEL MESH STEEL SUPPORT UPPER TUNNELROCKBOLTS 1"@ 12' ROCKBOLTS 1"@ 9' STEEL MESH STEEL SUPPORT UPSTREAM LOWER PORTAL. ROCKBOLTS 1"@ 15' ANCHORS 1"@ 25' UPSTREAM UPPER PORTAL ROCKBOLTS I"@ 15'IINCL IN LOWER PORTAL) ANCHORS I"@ 25' DOWNSTREAM LOWER PORTAL ROCKBOLTS l'@ 15' DOWNSTREAM UPPER PORTAL ROCKBOLTS l'@ 15' 40~425 3,650 EACH 245.51 896 620 E,;CH 200.80 124 217~100 SF 2.93 636 220 TON 5,888.45 11295 3,530 EACH 245.51 867 600 EACH 200.80 120 210,200 SF 2.93 616 213 TON 5,888.45 1,254 240 EACH 341.92 82 290 UICH 573.82 1.66 130 EACH 573.82 75 200 EACH 341.92 68 100 EACH 341.92 34 ),...,--),----1 '~1 :~'--l 0_'""'""""),'''"""~}._"._'"]r'"""--l .-""-"l 1 '1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:l-MAF;-82 file:WACOST.DAT;89 pase:12 ITEM DESCRIPTION QU{~NTITY UNITS UNIT PRICE $ MiOUNT $000 TOTAL $000 REMARKS '1 EACH 2,340,000.00 4,680... 2 E(lCH 1,310,000,00 2,620 1 LS 750,000.00 750 1 LS 60,000.00 60 1 LS 830,000,00 830 1 LS 35,000.00 :'l;<":~.... 9 EtlCH 1,530,000,00 13,770_...._------ 22,745 :::::~<::::::::::::::::::::::::: 99,462 1,000 CY 5.83 6 --'-_........_....- 6 38,400 CY 5.1.8 199 16,600 CY 16.36 272 100 EACH 100 EACH 125 EACH 3,600 cc-- WI 14 TON '1"EACHL'J 775 HICH 240 EACH39,900 SF 55 TON RETAINING WALL - ANCHORS -1"@ 25' EMERGENCY RELEASE CHAMBERSROCKBOLTS1"@ 25'HY ROCKBOLTS 1"@ 15'HY STEEL 11ESH STEEL SUPPORT METAL ROOF ANCHORS 3/4"@ 6' ACCESS TUNNEL TO GATE CHAMBER ROCKBOLTS 1"@ 12' ROCKBOLTS 1"@ 9' STEEL MESH STEEL SUPF'OF:T ,218 STRUCTURAL -MIse STEELWORK SUSPENDED METAL ROOF EMERGENCY RELEASE CHAKBERS ,21C MECHANICAL UPSTREAM LOWER GATES GATE EQUIPMENT UPSTREAM UPPER GATES GATE EQUIPMENT TRASHRACKS DOWNSTREAM LOWER OUTLETSTOPLOGGUIDES STOPlOGS INCLUDES FOLLOWER DOWNSTREAM UPPER OUTLET STOPLOG GUIDES LOW LEVEL RELEASESLIDEGATES INCL STEEL LINER .22 UPSTREAM COFFERDAM .221 EXCAVATION OVERBURDEN REMOVAL t222 FILl. ROCK FILL FINE FILTER 2,775 SF 573,.82 57 573.82 57 341,90 43 2.93 11 5,888.45 82 152,02 3 245.51 190 200.80 48 2.93 117 5,888.45 324_._-._--_..-- 7d68 43.50 121 --------- 121 ~~-)"--~)1",r"~-l"---l <~-1 ~"..-)"."" ." ~-'-l '"".,--'"."--"'"'"1 )<J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date 1-MAR-82 file WACOST.DAT;89 pase 13 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE !Ii AMOUNT !Ii 000 TOTAL $000 REMr~r:I<S COARSE FILTER ROCK SHELL CLOSURE DIKE RIP RAP .223 CUTOFF SLURRY WALL EXCAVATION SLURRY WALL 151900 196,500 58,500 21;200 4,850 43~600 CY CY CYCy CY SF 14.28 4.99 5+t8 11+53 2+32 33.35 227 981 303 244 2~226 11 1;454 ,22[1 DEI4fYrEF:ING INITIAL DEWATERING DEWATERING MAINTENANCE 1 1 LS 2,450y500tOO LS 9,442;190.00 1;46:5 2;451 9;442 11;893 ::::.-::;;;;:::;::;::;;:;~;:::;:;: 15;5B9 .23 DOWNSTREAM COFFERDAM .231 EXCAVATION OVERBURDEN ROCK REMOVAL OF COFFERDAM .232 FILL RIP RAP CLOSURE DIKE 5,000 CY 5.83 500 I'"~4.99~...T 14,500 CY 6."79 11800 i"'U 1"'1 1:"7\..,r .......tJI-J 15~200 Cy 5.18 29 2 98 130 21 79 .233 CUTOFF SLURRY WALL EXCAVATIONSLURRYWALL .3 MAIN DAM ,31 MAIN DAM .311 EXCAVATION OVERBURDEN -ABOVE EL 1470 OVRBRDN-AlLUV-BELOW EL 1470 11830 16~~500 2,()26,000 5,320;000 cy SF ey CY '-)"1:")k.l.tt.. 33r35 ~;~83 5.58 99 4 550 555 :::.~;.:.-:-;:::::::::::.:::::::;:: 784 11,812 29,686 -~-J "'"'~,"'Cl ~c=~l "1 ~~c1 1 )'CCC"]'")~"~J _c'~l C) ---"- SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:1-Mf.iR-82 file:WACOST.DAT;89 pase;14 ITEM DESCRIPTION QIH1NTIn UNITS UNIT PF:ICE Al,OUNT TOTf~L F:EMARKS___________________________________________M~__-------------------- ROCK USEABLE-ABOVE EL 1470 ROCK USEABLE-BELOW EL 1470 ROCK WASTE -ABOVE EL 1470 ROCK WASTE -BELOW EL 1470 .312 FILL RIP RAP (UPSTREAM) GRAVEL (UPSTREAM) COARSE FILTER (UPSTREAM) FINE FILTER (UPSTREAM) CORE (IMPERVIOUS) FINE FILTER (DOWNSTREAM) COARSE FILTER (DOWNSTREAM) SHELL -ROCK &GRAVEL (D/S)SHELL-ROCK FR OTHER SOURCESCOBBLES(DOWNSTREAM FACE) ROAD BASE FROST PROTECTION PROCESS PROTECTION PLACE PROTECTION REMOVE l'PROTECT &WASTE SCARIFY CORE SURFACE F:[LTER FABRIC FILTER FABRIC 17 289,000 478,000 1,950,000 869,500 1,547,000 25d 94,000 1,646,000 2,011,000 8,254,000 2,253,000 1,910,000 11,342,000 5,418,000 2,003,000 12,000 960,000 960,000 93,000 193 740,000 CY CY CYr.v ~, CYCy CY CY CY CY Cy CY CYCy CY CY CY CY f.1CF:E SF $ 21.71 '")".....C",,;....:..~I.J...; 21.71 25+32 11.53 9.92 14.28 16.36 12.24 16.36 14.28 9.254.99 8.09 16.36 4.58 1..46 3,20 408.16 0.39 $000 27v984 10,540 42,335 22v016 144,372 17v837 249,924 23,505 32,900 101,029 36v859 27,275 104,914 27,036 16,204 196 4,397 1v402 298 79 287' $000 .313 SURFACE PREP/GROUTING SURFACE PREPARATION UNDER CORE/FILTERS ABOVE ELEVATION 1500 BELOW ELEVATION 1500 UNDER SHELL ABOVE ELEVATION 1500 BELOW ELEVATION 1500 CONSOLIDATION GROUT DRILL HOLES CEMENT GROUT CURTAIN DRILL HOLES CEMENT DENTAL CONCRETE DENTAL CONCRETE 1,675,000 SF 613,000 SF 511.86,000 SF 2,584,000 SF 687,000 LF 687,000 CF 465,000 LF 186,000 CF 85,000 cy., 1.48 1.'18 1.02 1.02 5,.66 31.22 1"'7'1"-•I 4- 37.34 168v20 644,142 2,479 907 ~i,290 2,636 3,888 2l~448 5,915 6,945 14,297 63,80~i '---}1'-~-1 :---,---1 /---1 ---I,----)'---1 ".-]1 1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA dat.e:1·-MAF:-82 file:WACOST.DATl89 pasle:15 ITEM DESCRIPTION .317 DRAINAGE HOLES QUr;rHITY Bt,Y000 UNITS IC ...1 UNIT F-RIeE $ '1'1 ":'0":_.i...J:.i l 1:'.ti10UNT $.000 3,099 3d)99 TOrfil.. ~;000 F:EMf'IRKG .::;:~:~::~::::::::::::=~::: 855;419 .32 GROUT GALLERIES/PORTALS .321 .EXCAVATION TUNNELS/SHAFTS -CORE AREA ROCK HORIZONTAL ROCK INCLINED ROCK VERTICAL rUNNELS/SHAFTS -ACCESS ROCK HORIZONTAL ROCK INCLINED PORTALS OVERBURDEN ROCK 10dOO CY 11,300 CY 2,000 CY 13,000 Cy 2,000 r."~1 3,600 CY 1,000 CY 99.82 70 De- l I tV ...} n.38 199.82 279.85 8it.6 24.88 2,018 3~162 543 2,598 560 31 25 1,000 Cy 2,300 CY 1,150 CY 80 TON 15,000 SF lv600 CY 800 CY 60 TON 5,400 SF 5,000 SF 20 CY 2 TON .323 SURFACE PREPARATION PORTALS HORIZONTAL INCLINED .324 CONCRETE &SHOTCRETETUNNELS-CORE AREA CONCRETE PLUGS CONCF:ETE SLAB CONCRETE OVERBREAK 6" REINFORCING STEEL 2"SHOTCRETE TUNNELS -ACCESS CONCRETE SLf~IB CONCRETE OVERBREAK 6" REINFORCING STEEL 2"SHOTCRETE SHAFTS -CORE AREA 2"SHOTCF:ETE PORTALS (2 PORTALS) CONCRETE REINFORCING STEEL 30 200 SF SF 81937 1.02 0 1.48 0........_....__..-..~- 0 197.20 197 435.00 lyOOl 348.00 400 1,328.20 106 2.42 36 435.00 696 348.00 278 1,328.20 80 2.42 13 2.42 -I '1 J•.L.. 187.0:.i 4 ly328.20 3------_....- 1')Q'1.l.":"'U~\J -~~)_c,-1 --~)-"1'~]'h~J '~"'J '-'-,"-]---,}J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTI1,tiTE -tlG:&S AMERICAN Wl~1 T;~Ii.ltl date:1-MAF:-82 file:WACOST.DAT;89 ""ase:16 ITEM DESCRIPTION QU(.lNTITY UNITS UNIT PRICE ArlOUNT TOHIL F:EMf1F~KS $$000 $000 TUNNELS .N AC:CESS .33 INSTRUMENTATION .331 INSTRUMENTATION (DAM) INSTRUMENTATION .325 SUPPORT &ANCHORS TUNNELS -CORE AREA RDCKBOLTS 3/4'@ 6' STEEL MESH STEEL SUPPORT ROCKfOlTS 3/4"@ 6' STEEL i'JESH STEEL SUF'F'O~:T SHAFTS -CORE AREAROCVBniTS 1/4"@ i'~\';C'E~llu~M'E~lj ,..{t t.J \JIL..L~WJ PDF~TtiL,S Ef.ICH 152.02 274 ~c 2.47 7;-:)1 TON 5,888.45 U.8 EACH 1 "-"l {)'')182"",~A...,",;;'" SF 2.47 3 TON 5,888.45 118 EACH 152,02 53 SF 2.47 "I"- [(-ICi-!341.92 10--_.--._....._....-. 768 EriCH 18,705,00 37 ---------- 3'7i ::::::::=:=;.-:::::::::~:::;; 12,568 LS 9d32,1OO,OO 9,1.32._-------_. 9,132 :;:--::.:::::;:::::;:;;:::.:;::::::: 9,132 30 1 2 1,200 1,100 20 350 1yOOO 1?800 3?OOO "l/'i...v ROCKBOlTS l'@ 15' i~F:CH I TECTUF:M. POF:Ttil DOOF:~: VENT SYS (INCL wi 331,12C) 7 1';.n~I.}i...7 .4 RELICT CHANNEL .41 SHORE PROTECTION .411 EXCAVATION OVERBURDEN STRIPPING-2'THK 2,200 CY ~),83 13 .412 FILL DUMP S SPREAD FILTER MATERIAL -2'LAYER ROCK SPALLS/RIP RAP-3'AVE SHORE PROTECTION RIP RAP WASTE ROCK 2?200 3,300 24,000 24,000 CY CY CYCy 14.18 4.99 11.53 11.53 1.3 31 16 ")-"7•·../1 277 601 ::;::::~:::=:::::::::::= 614 J-----1 ~--.,jc----]"----J )'~~1 -)'}_1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date 1-MAF:-82 file WACOST.DATl89 P<lSf?1:7 ITEM DESCRIPTION .44 CHANNEL FILTER BLANKET ,442 FILL COf.1F:SE FILTERFINEFILTER F:I P F~AP .443 SURFACE PREPARATIONFOUNDATIONPREP CLEARING g GRUBBING EXCAVATION .5 OUTLET FACILITIES .51 OUTLET FACILITIES -(INTAKE CIVIL WORK INCL IN POWER IN-TAKE -SEE 332.61 DISCHARGE CIVIL WORK -SEE 332.52) .511 EXCAVATION INLET (SEE 332.611) OUTLET (SEE 332.521) TUNNELS ROCI,HOF:IZONHlL F:OCK INCLINED .513 SURFACE PREP/GROUTING SURFACE PREPARATIONINLET(SEE 332.613)OUTLET (SEE 332,523) TUNNELS CONTACT GROUTING .514 CONCRETE &SHOTCRETE INLET (SEE 332.614) OUTLET (SEE 332.524) TUNNELS CONC~:E:TE LINING CONCRETE OVERBREAK 6' 2'SHOTG:ETE 3"SHOTCF:ETE QUANTITY 2~900;OOO 2;180~OOO :l82~OOO 460 2,236,000 83;000 9,000 323,500 1 277200 6,200 12,000 19,400 UNITS CYCy Cy ACF:E Cy Cy rv\->, SF LS Cy CY SF SF UNIT FRICE $ 16.75 18.84 11 (.53 1,999.55 ..~r::'"2' .t t""JI..I 52+:l3 92.87 1.02 240 ~265.~00 435.00 203.00 2.42 3.54 r~MOUNT $000 48~575 41,071 2,098 91,745 920 16,837 17,757 :;:;:::;;::::::::::::::;~::~ 109y502 4,327 836 t:;'I L'1....',.1.\..',..' 330 240 570 11,832 l,259 29 69 13,188 TOHl!.. $000 F:EriAF:KS .~~l 1 :~-l ("~l ~-'1 '-"J '-~~,,'~'l ]'-'~)) SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICANWATANA. ITEM DESCF:I PT I ON DUM-HITV UNITS UNIT F'F~ICE $ Al-10UNT $000 date::l-MAR-82 file:WACOST.DAT;S9 ?Z8e:18 TOHIL F:EMRKS $000 r-'l'\ 1'1.0.1...,:. .515 SUPPORT &ANCHORS INLET (SEE 332.615) OUTLET (SEE 332~525) TUNNELSROCKBOLTS l'@ 6' STEEL MESH .SIC MECHANICAL INLET TRASH RACKS/GUIDESGriTfEGUIF'j-iENT SlOPL.OG GUIDES OUTL.ET FIXED CONE VALVES-6fISPARERINGFOLLOWERGATES STEEL MANIFOLD LINER MIse MECHANICAL EQUIPMENTMIseELECTRICALSYSTEMS MAIN (CHUTE)SPILLWAY (INCLUDES lUll WORKS FOR OUTLET FACILI- lES -SEE 332.51) i521 EXCAVA"fION APPRClACH OVERBURDEN ROCK USEABLE ROCK WASTE CONTROL STRUCTURE (TO END OF ROLLWAY) OVERBURDEN ROCK WASTE ROCK USEABLE (INCLINED) ROCK USEABLE (VERTICAL) UPPER CHUTE(END ROLLWAY TO STA 11+00) OVERBURDEN ROCK WASTE ROCK USEABLE (INCLINED) ROCK USEABLE (VERTICAL) LOWER CHUTE (STATION 11+00 TO 17+00) 21400 EriCH 152.02 365 94,500 SF 2.93 277-----_....._..... 642 i L.S 65(hOOO.OO 650>. '1 EACH 1,530,000.00 :h060~. '1 SETE;9~5yOOO+OO 1 ~tO"- .,LS 1,899,000.00 1,899~ 6 EriCH 859,900.00 5,159 1,950 TON 4d18,OO 8,030 1 LS 400,000.00 400 1 L.S 100,000.00 100J......__._-_....._- 1~'~489 ::::=:.~~=:=::.':::::::: 39,051. 64rOOO CY 7.51 481 318,500 r v 18.17 ~j,'787-I64d)00 CY 18.:l'7 1,163 8,500 CY 7.51 64 18,500 CY 16.76 310 37~500 CY 18.75 703 76,~)oO CY 18.75 1,434 104,500 CY 7.51 78~) :77,500 r."18.17 1,408~r 215~IOOO CV 23.20 4,988 134,000 CV 23+20 3,109 ---1 ',-~l ":~~'],J c--l '~--'1 ~~--1 1 ._-,,:-'1 -<--<~'1 TOTAL RElifiRl<S datE):1-t1AR-82 file:WACOST.DAT;89 J',aSfl'l:19 MOUNTUNITPF~ICEUNITS_______________________________________~~._________.__.__.________W .'__RR___ .__._____h . ·'_· SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY $$000 $000 OVERBURDEN ROCK WASTE ROCK USEABLE (INCLINED)ROCK USEABLE (VERTICAL) VALVE BLOCK/FLIP I OUTFALL (FROM STA 17+00 TO END FLIP) OVERBURDENROCKWASTEROCKUSEABLE (INCLINED) ROCK USEABLE (VERTICAL) DRAIN TUNNEL . ROCK HORIZONTALROCKINCLINED RIVER CHANNEL ALLUVIUM EXCAVATION 79,500 43,500 107,500 4;5,000 52,000 71,000 316,000 58,000 4,500 3,000 1,060,000 CY CY CYCY CYCYCY CY CY CY CY 7,51 14.95 20.00 20.00 7.51 14.95 20.00 20.00 199,82 279.85 6.06 597 650 2d50 900 391 17061 6,320 1d60 E199 1340 6,424 1:"'1'1+~~.:...FII ..1.. f~~~~b~§U~ACKFIL~5,000 1,000 CY CY 9.25 12.24 417624 46 12 .523 SURFACE PREP/GROUTINGFOUNDATIONPREP SPILLW~lY ROCI<HOF~IZONTAL F:OCK INCLINEDCONSOLIDATIONGROUTING DRILL HOLES CHiENT GROUT CURTAINCSEE 332.313) 240,000 166,000 54,000 54,000 SF SF LF CF 1.02 1.48 5.66 31.:::2 58 245 246 306 1,686 .524 CONCRETE &SHOTCRETE CONCRETE APPROACH &STRUCTURE CONCRETE OUTERWALLSCONCRETEPIERS(FULL LENGTH) CONCRETE [lECK CONCRETE ROLLWAY SLABS CONCRETE OVERBREAK 12 ft H/6'VREINFORCINGSTEEL CONCRETE CHUTE (INCL BOX DRAIN GALLERIES)(FROM END OF ROLLWAY) CONCRETE BLfiB CONCF~ETE WALLS 20,500 8,000 1,600 19,500 1,300 2,700 22,000 10,500 CYCY CY CY CYTON CY CY 203.00 203.00 203.00 203.00 159.50 1,328.20 203.00 217.50 2,482 4,162 1,624 325 3,959 207 3,586 4,466 2,284 c·.-J "~')F_~',..":).--1 _.-,:-'"--~l ("--1 '--~l '-~-l '---J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date l-MAR-82 file WACOST,DAT;S9 page 20 ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE $ MOUNT $000 TOTAL $000 REMAF:~:S CONC OVERBREAK 1S"H/6"V REINFORCING STEEL CONCRETE VALVE BLOCK/FLIP - I OUTFALLCONCRETE BLOCK/BUCKET CONCRETE OUTFALL LINING CONe OVERBREAK 12'H/6"V REINFORCING STEELCONCRETEDRAINGALLERY CONCRETE SLAB REINFORCING STEEL CONCRETE OVERBREAK 6 8 2'SHOTCRETE DOME 11,000 CY 1,300 TON 29,500 CY 2,500 CY 2,400 CY 1,300 TON 1,000 CY 30 TON 500 CY 51000 SF 145.00 1,328,20 203,00 203.00 145.00 1,328,20 435.00 1.1328.20 261.00 2+42 1,595 1,727 5,9B9 508 348 1,727 47<:..,,,j 40 131 12 54,000 LF 22.79 1,231 640 LF 22+79 15-_._------ b245 3 EACH 1,960,000.00 5,880 3 SETS 40,940.00 123 1 SET 420,000.00 420 1 LS 100,000.00 100 ...._._------ 6,523-_.._....._....---...._..w_...........__ 87,367 .525 SUPPORT &ANCHORS DRAINAGE TUNNEL STEEL SUPPORT STEEL MESH ROCKBOLTSDRAINAGE GALLERY 3/4'@ 6' ROCKBOLTS APPROACH l'@ 15'ROCKBOLTS CHUTE &STRUCTURE l'@ 15' ROCK BOLTS VALVE BLOCK/BUCKET l'@ 15' SLAB/WALL ANCHORS l'@ 10' .527 DRAINAGEDRILLHOLES BOX DRAINS (TO DRAIN TUNNEL) 3"RELIEF .52C MECHANICAL GATE EQUIPMENT STOPLOG GUIDES STOPLOGS INCLUDES FOLLOWERfuseELECTF:ICAL ?TON 1,000 SF 576 EACH ..,7t:"EACHIt..t \J 112 ErICH 46 EACH 9,300 EACH 331122 5,888.45 41 2.70 3 152.02 88 341.92 94 341.92 38 341.92 16 218.66 2,034 --------- 2,313 ~-]c-~:1 'C,-].'-'~J ~~)"'~-1 -'-~1 ,c'~J ~_A _,C---"]-~"1 -_....C) SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date l-MAR-82 file WACOST.DAT;S9 pa~e 21 ITEM DESCRIPTION Q!Hl NTIT Y UNITS UNIT PRICE $ AMOUNT $000 TOT r;L. $(f00 F:Ei'iM:KS .53 EMERGENCY SPILLWAY .531 EXCAVATION (INCLUDING BRIDGE &FUSE PLUG) OVERBURDENROCKUSEABLE ROCK WASTE ,532 FILL FUSE PLUG •533 SURFACE PREP/GROUTING SURFACE PREPARATION (UNDER FUSE PLUG)INCLINED HORIZONTAL CONSOLIDATION GROUTING DRILL HOLESCEMENT .535 SUPPORT &ANCHORS ROCKBOLTS I'@ lS' .53B BF;I DGEBRIDGE 4,440,000 CY 3t32 218931000 C"18.85·1 543;1000 Cy 18.49 29,400 CY 9 '"),:.to"'~ ~.i9 200 CL 1.48"'"46dOO SF 1.02 151400 LF 5t6615,400 CF 31.22 730 EACH 341.92 1 I C~1,812,500.00'-~, 14,74:1. 54,533 10,040 791314 t")"1 11 ...;A.. '1~'1...../~. 8 47 87 481 623 2:iO 250 1,813 lr813 :;:::~:;:::::::::~;::::::::::: 82,271 .6 POWER INTAKE (INCL INLET EXC I INLET STRUCT CIVIL WORKS FOR n11fi ET FACILFI!='S-cEE :r1 c.,"~'I) .61-""YNTAKE STR6C~~&""APP~5~t~~· .611 EXCAVATION OVEF:BURDEN ROCI<USEABLEF:OCK Wr;STE .613 SURFACE PREPARATION HORIZONTAL INCLINED 524,000 1,306,000 138,000 251600 88,300 CY CYCy SF SF 7.51 20.33 20.33 1.02 1.48 31935 26,~j51 2r806 33v292 26 131 157 <____]---~]~_c-,--1 -1 "'~--,c'~'l '~---1 ~'~1 c---l c'~l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:1-MAR-82 file:WACOST.DAT;89 page:22 ITEM DESCRIPTION QUMHITY UNITS UNIT PF:ICE $ i~MOUNT $000 TOTAL $000 F:EMAF:f.:S .614 CONCRETE &SHOTCRETE STRUCTURE CONCRETE STRUCTURE CONCRETE OVERBREAK 12"H/6'V REINFORCING STEEL +615 SUPPORT &ANCHORS STRUCTURE POCKBOlTS 1"@ 15/ j61C MECHANICAL. TRASHRACKS/GUIDES GATE EQUIPMENT BULKHEAD GATE GUIDESBULKHEADGATESINCL FOLLOWER SHUTTER WITH GUIDES ICE BOOM WITH HOIST ICE BOOM GUIDES INTAKE SERVICE CRANE BUBBLER SYSTEM MISCELLANEOUS ELECTRICAL .61D INTAKE BUILDING INTAKE BUILDING 1211000 21600 7,870 400 6 6 6 1 6 6 6 1... 1 1 1 Cy 250.85 30,353 CY 155.15 403 TON 1,328.20 101453_...._........_-_.... 41,209 EACH 341.92 137_...._._----- 137 SETS 4801000.00 2,880 E?lCH 960,000.00 5,760 SETS 1001000.00 600 SET 3101000.00 310 SETS 320~OOO.OO 1,920 SETS 5~50 ,000 •00 3~300 SETS 250,000.00 1,500 Ef'iCH 350,000.00 350 LS 400,000.00 400 l C 100,000.00 100.....-_........__...._.... 17,120 LS 100,000.00 100-_........__............ 100 ;:::;:;=::::::;::=:::::::::: 92,014 .7 SURGE CHAMBER .71 SURGE CHAMBER .711 EXCAVATION CHf1f1BER ROCK VENT SHf.)FT fWCI< .713 SURFACE PREPARATION SURFACE PREPARATION ,/14 CONCRETE &SHOTCRETE CHAMBER CONCRETE 101,000 2,200 291700 6~000 Cy CV SF Cy 45.47 303.24 1.02 236.35 4,592 667 5,260 30 30 1,418 cc-]c-~)c-~'l '~~J r~~J :-1 '"~~]C~],ore,)~~'~J :rr~_]c,-:~]rr~]"'~'-],r'l '~l '-J '-1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:l-MAR-82 file:WACOST.DAT;S9 page:23 ITEM DESCRIPTION QUMHITY UNITS UNIT PRICE $ MOUNT $000 TOTAL l 000 F~EMF~KS CONCRETE OVERBREAK REINFORCING STEEL4'SHOT CRETE VENT SHAFT 2'SHOTCRETE ll'O'JO Cy 300 TON 38,400 SF 5,900 SF 203,,00 1.1'328+20 4.67 '2t42 203 398 179 14 570 EACH 573.82 7·\·..,",.::.1 21110 EACH 341..92 721 28,900 SF 2.70 78 66 TON 5,888.45 389 370 EACH 152.02 561,2()O SF 2.93 4--_....-..._-....- 1,575 15,500 LF 22t79 353 ........_....._...._--. ~::I::"7 lJ ...JV 2 SETS 315,000.00 630 '1 SET 1,580,000.00 1,580-------_....- 2,210 :;:::;:.'::::==::::.:::::=: 11;641 .715 SUPPORT &ANCHORS CHMlBEF: ROCKBOLTS l'@ 25'HI' ROCKBOLTS l'@ 15' STEEL MESH STEEL SUPPORT VENT SHAFT ROCKBOLTS 3/4'@ 6'STEEL MESH .717 DRf'iINAGEHOLES (IN CHAMBER CROWN) .71C MECHANICAL STOPLDG GUIDES STOPlOG INCLUDES FOLLOWER .8 F'ENSTOO:S .8~PENSHi6KR.011 EXCA ArION TUNNELS F:OCK HORIZONTAL ROCK INCLINED .813 SURFACE PREP/GROUTINGSURFACEPREPARATION TUNNELS CONTACT GROUTING CONTACT GROUTING CONSOLIDATION GROUTING CONSOLIDATION GROUTING 53,400 54,000 378,000 1 1 CY CY SF LS lS 73.27 144.83 1.48 242,440.00 336,400.00 2,213 3,913 7,821 11,733 559 242 336 ld38 »~~ fonV'l ~.~ i~,...c=...~r:t,r-ntrV'l _l"""- i:!-il~g.~ ...;;::0 -< C~~l '~~~~'~~1 "1 "-~1 ~l c~~~~~]~"~~l ~'J -~] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:l-MAF:-B2 file:WACOST.DAT;89 pase:24 ITEM DESCRIPTION Qlh~NTITY UNITS UNIT PF:ICE $ AMOUNT $000 TOTAL $000 REMARKS .814 CONCRETE &SHOT CRETE CONCRETE LINEF; CONCRETE OVERBREAK 6'REINFORCING STEEL :3'SHOTCF:ETE 2'SHOTCRETE .815 SUPPORT &ANCHORS ROCKBOLTS l'@ 25' POC~BnLTS l'm l'STEEL ui'iESH '-U .818 STRUCTURAL -MISC STEELWORK STEEL LI NEF: 37,200 CV 446.60 16,614 10r600 CV 319.00 3,381 27 TON 1,328.20 3634,000 SF 3.54 120 20,800 SF 2.42 50-----_._-_. 20,201 150 EACH 573.82 864,200 EACH 152.02 638193,000 SF 2.96 571-----...._-- 1,296 2,400 TON 4,495.00 10,788_.__....__...._- 10,788 .-...._.__.....".._-.-...,-_...._,-~_....- 451157 .9 TAILRACE WORKS (1 PORTAL WITH COMBINED TAILRACE/DIVERSION TUNNEL INCLUDED IN DIVERSION [,.IO\;:I(S 332.21) .91 TAILRACE TUNNELS/PORTALS ,911 EXCAVATION TUNNELS F:OCI{ F'OF:TAL~; OVEF:BUF:DENROCI;;USEABLE ROCK Wf.tSTE .913 SURFACE PREPARATION TUNNELS TUNNEL.S PORTALS HORIZONTAL INCLINED .914 CONCRETE I SHOTCRETE TUNNEl.S CONCRETE LINING 135,000 3v20046,000 14,500 266,000 6006,000 14,500 C",I CV CYCy SF SF SF CV "",.,1 "7 7v038"J~i J,.,J 8.66 2824.88 1d4424.88 361-_...._--...._- 8,571 1.48 394 1.02 11.48 9------_...- 403 203.00 21944 ~~~~,~cl £4 --"=-=1 ]--]~~~.~~-1 "-1 --1 1 J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY UNITS UNIT PfiICE Al'iOUNT datE~:l-MAR-82 file:WACOST.DATj89 pase:25 TOT rK PEri ARKS "7~"7 ...~'" CONCRETE OVERBREAK 6" 2"SHOT CRETE REINFORCING STEEL FORT tlLS CONCRETE BASE SLAB CONCF:ETE WALLS CONCRETE OVERBREAK 12"H/6"VREINFORCINGSTEEL .915 SUFPORT &ANCHORS TUNNELS ROCKBOLTS l'@ 12' ROCKBOLTS 1"@ 9' STEEL SUPPORTSTEELMESH PORTALS ROCKBOLTS 1"@ 15' .91C MECHANICAL STOPLOG GUIDES STOP LOSS INCLUDES FOLLOWER WATERWHEELS,TURBINES &GENERATORS .11 TURBINES &GOVERNORS .111 SUPPLY .112 INSTALL .2 GENERATORS &EXCITERS .21 GENERATORS &EXCITERS (SUPPLY I INSTALL) .211 GENERATORS &EXCITERS 7,500 45,600 '1?"'~ 100 2,900 110 195 2,750 480 132 133,000 110 1 1 6 6 6 CY SF TON CY 1'''..T CY TON EACH Ef'1CH TONSSF Ef~CH SET SET E?lCH E{lCH HICH $ 145.00 2.42 1,328,20 30(J~l5 300,15 217t50 1,328.20 245.51 200.80 5,888.45 2~93 341.92 5(),OOO,OO 600,000.00 3,900,000.00 1,199,700.00 5,719,950.00 $000 1,088 110 29 30 870 24 259 5,354 675 96 777 390 38 1,976 50 600 650 =:=;:::::::::;:::===:= 16,954 23~400 7,198 34!'320 :::::::;:::;:;::=::;::~::;::::: 34,320 $000 1.,531,901 ti.<l;918 '0" SUSITNA ~IYDROEl_ECTRIC PR(J,.!EC'f FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:l-W1R-82 file:WACOST.DAT;89 pase:26 Il"EM DESCRIP1'IDN QUf~lNTITY UNITS UNIT PIHCI:: $ AliOUNT $000 TOTAL $000 F:EMARKS .2 SWITCHGEAR &CONTROL EQUIPMENT .3 CUBICLES &APPURTENENCES .31 CONTROL,RELAY &METER BRDS .311 CONTROL,RELAY &METER BOARDS .32 COMPUTER CONTROL SYSTEM .321 COMPUTER CONTROL SYSTEM(INCLUDED IN TRANS-EMS) .jj SUPERVIS.&TELEMETER SYS .331 SUPERVIS &TELEMETER SYS (INCLUDED IN TRANS-EMS) 334 ACCESSORY ELECTRICAL EQUIPMENT .1 CONNECTIONS,SUPPORTS &STRUCT • •11 STRUCTURES .111 STRUCT (INCL BELOW) .12 CONDUCTORS &INSULATORS .121 GEN ISOLATED PHASE BUS .122 HV POWER CABLES &ACCESS. .123 LV POWER CABLES &ACCESS. .124 CONTROL CABLES &ACCESS~ .125 GROUNDJ:NG SYS1'f:,~ v13 CONDUITS &FITTINGS .131 CONDUITS &FITTINGS .21 l,\.-, ~~.lo'~~ '")~v.k~ .24 1')1::; \·L\-, AUXILIARY TRANSFORMERS .211 AlJXILIARY TRANSFORMERS CIRCUIT BREAKERS GEN .221 CIRCUIT BREAKERS GEN SURGE PROT &GEN CUBICLES .231 SURGE PROT &GEN CUBICLES SWITCHBOARDS .241 SWITCHBOARDS AUX.POWER EQPT-INCL BAT .251 AUX.POWER EQUIPMENT .1 1 .1 1 1 1 4 6 1 1 1 1 LS 3,200,,000.00 3,200 LS 1,300,000.00 1,300 LS 600,000.00 600 LS 1,100,000.00 1dOOLS150,000.00 150 LS 400,000.00 400 :::::;:::~.::::=::=:".:= 6,75() ErlCH 39,000.00 156 EACH 700,000.00 4,200 LS 460,000.00 460 LS 780,000.00 780 LS 220,000.00 220 :=:::::::::======: 5,816 LS 900,000.00 900 =======::::: 900 .4 POWER TRANSFORMERS .41 POWER TRANSFORMERS .411 POWER TRANSFORMERS 10 EACH 490,000.00 4,900 ::::===::==== 4,900 ,-~~"-'-l ,-,cc~--~---,I =-1 '=C'C::CC"l ~~~l i SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE $ AMOUNT $000 date:I-MR-82 filet WACOST.DAT;89 page:27 TOWiL F:EMARKS $000 .5 LIGHTING SYSTEM .51 POWERHOUSE &TRANS.GALLERY .511 POWERHOUSE &TRANS.GALLERY .52 ACCESS TUNNELS &ROADS .521 ACCESS TUNNELS &ROADS .6 MISC.ELECTRICAL EQUIPMENT .61 MISC.ELECTRICAL EQUIPMENT .611 MISC.ELECTRICAL EQUIPMENT .7 SURFACE ACCESSORY ELEC EOPT .71 34.5 KV &LV EQUIPMENT .711 SWITCHBOARD .712 CABLES .713 AUX TRANSFORMERS.73 DIESEL GENERATORS -STANDBY .731 DIESEL GENERATORS -STANDBY .74 EXTERIOR LIGHTING .741 EXTERIOR LIGHTING .75 MIMIC BOARD -CONTROL BLDG .751 MIMIC BOARD -CONTROL BLDG 1 1 1 1 1 1 2 1 1 I C'~.l LS LS LS LS LS EACH LS LS 770~OO().OO 170,000.00 330,000.00 90,000.00 190,000.00 120,000.00 150~000.OO 150,000.00 500,000.00 770 170 ::::;::;;::;:;::;;::;;:::::::::::: 940 330 :::;:;;::;;::::;:;;:::;;;;;:=:::;: 330 90 190 120 300 150 500 ::::==:.:::.:.-:=:::.::: 1,350 20,98b 335 MISCS,POWERPLANT EQUIPMENT .1 AUXILIARY SYSTEMS -UNDERGROUND .11 STATION WATER SYSTEMS .111 STATION WATER SYSTEMS .12 FIRE PROTECTION SYSTEMS .121 FIRE PROTECTION SYSTEMS .13 COMPRESSED AIR SYSTEMS .131 COMPRESSED AIR SYSTEMS .14 OIL HANDLING SYSTEMS .141 OIL HANDLING SYSTEMS .15 DRAINAGE &DEWATERING .151 DRAINAGE &DEWATERING .16 HEAT.~VENT.&COOLING SYS • •161 HEAT.~VENT.&COOLING SYS. .17 MISCELLANEOUS 1 1 1 1 1 1 LS 2,100,000.00 LS 1~200,OOO.00 LS 1,500,000.00 LS 1,000,000.00 LS 2~200,000.00 LS 1,500,000.00 2dOO 1~200 1,500 l~OOO 2,200 1,500 ec-,':::-~c:::=~,_-cere].~..~l 1 :-0]C~]-J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:I-MAR-82 file:WACOST.DAT;89 pase:28 ITEM DESCRIPTION QLWnITY UNITS UNIT PF~ICE AMOUNT TOTAL REMARKS .171 MISCELLANEOUS 1 $ LS 1,000,000.00 $000 1,000 _••H • _.u ••_ 10,500 i'000 ~34 f33 .32 .2 AUXILIARY SYS -SURFACE FACS .21 AUX SYS -SURFACE FACS .211 AUX SYS -SURFACE FACS ,3 AUXILIARY EQUIPMENT .31 POWERHOUSE CRANES .311 POWERHOUSE CRANES ELEVATORS .321 ELEVATORSMISC.CRANES &HOIST .331 MISC.CRANES &HOIST MACHINE SHOP EQUIPMENT .341 MACHINE SHOP EQUIPMENT .4 GENERAL STATION EQUIPMENT (INCLUDED IN MECHANICAL&ELECTRICAL SYSTEMS) GENERAL STATION EQUIPMENT 1 2 1 1 1 1 LS EACH LS LS LS LS 300~000.OO 900,000.00 230,000.00 15(1,000.00 600,000.00 0.00 300______H _--------- 300 1,800 230 150 600 ::==::=::=::== 2,780 o........__--__---_. o .5 COMMUNICATIONS EQUIPMENT COMMUNICATIONS EQUIPMENT 336 ROADS,RAIL &AIR FACILITIES .1 ROADS .11 PIONEER ROADS &BRIDGES 1 LS 90,000.00 90..._----,............_.__...,--... 90 13,670 .111 GOLD CREEK-DEVIL CANYONROAD(12.31 MILES) CLEARING WASTE EXCAVATION 11.3 324,998 ACRE CY 5,760.16 4.81 o 651 1,563 ---1 ~~,=-,~'~,-~~1 c=,.=-:-,"==1 1 $000 $000 dati:I-MAR-82 fi1&:WACOST.DAT;S9 rE~e:29 3USITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE ____________________0 ____________________ ._-----_.-~---_._...._..-.....-.....----~~._-_._-----_..- 'f; COMMON EXCAVATION 291 ~H3 CY 4.20 lS"CULVERTS 3,460 LF 28.80 36"CULVERTS 1 LS 13~823.20 D-l BASE MATERIAL 66,444 TON 21.61 FABRIC 3~192 ~)'2.99 HAINTENANCE liAINTENANCE 'Ie-MIlyr.:S 4~000.44J...J .112 DEVIL CANYON,-·WATANA ROAD (41.25 MILES) CLEARING ~J69 ACRE 5,7~Otl(\ WASTE EXCAVATION S55~321 CY 4.81 COMMON EXCAVATION 619,500 CV 4.20 18"CULVERTS 1~200 LF 28.80 36"CULVERTS 1 LS 14~9~8t36 D-1 BASE MATERIAL 222,640 TON 21.61 FABRIC 14,946 "'''2.99;;;1 MAINTENANCEMAINTENANCE 83 Mums 4,000.44 .113 DEVIL CANYON LOW LEVEL CROSS- CROSSING (7.88 MILES) CLEARING .....,,,....ACRE 5,760.16.L J v WASTE EXCAVATION 498~845 C'f 4.81 COMMON EXCAVATION 549,417 CY 4~20 ROCK EXCAVATION 749,641 CIf 14.40.j lS"CULVERTS 5,100 LF 28t80 BRIDGE 1 L'"2~246,400.00iJ D-l BASE MATERIAL 36,91..16 TON 21,61 MAINTENANCE MAINTENANCE 118 HI/YF::;;4,999,44 AMOUNT 1,223 100 14 1,43,. 10 4~79':, 100 100 "'Ie- ""L1J4,14 2,02 65 15 4,811 45 13,977 332 -"T'I-i";;";" "'''''I"'r'j i.., 2,399 2~30S 10,795 147 2,246 ...,("\,." l !1 19,673 590 570 .,....~,....,."..,-_...---------- 3916,53 TOTAL REMARI\S --1 ~-,~--1 ---,•••.1 ..~~~1 ..~....-J C J ------------------~--------------------------------------_.__.~------~-------------------------------------------- SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN ITEM Wr~l T~;1Nj·~l DEseF:I PT I ON OUANTITY UNITS UNIT PF:ICE $ l;f10UNT $000 date:I-MAR-82 filel WACOST.DAT~89 pagel 30 TOTAL REMARKS $000 .12 PERMANENT ROADS &BRIDGES .121 PARKS HWY-GOLD CREEK 03.26 t-m.E) CL.EAF:INGWASTEEXCAVATION COMMON EXCAVATION F;OCI~EXCAVATION BOF:ROWNFSSUBBASE MATERIAL GRADE 'A'BASE MATERIAL [I-l BASE MATERIAL A ~C+SURF(.}CING GUF1RDRIUL :1.8'CULIJERTS 36"+CULI.JEf::TS FliBF:IC TH(~lrJ PIPES TOPSOIL &.SEED TRAFFIC CONTROL DEVICES BPIDGES MAINTENANCEMAINTENANCE .122 GOLD CREEK -DEVIL CANYON(1.2,31 tiILE) i1f.1 IN EDtiD CLE~lF~ING WASTE EXCAVATION COMMON EXCAVATION HOCI(EXCfWIHION BOF.:RO~! NFS SUBBASE MATERIAL GRADE "A'BASE MATERIAL D-1 BASE MATERIAL r;.C.SUF:Fr;CING GUAF:DF:ML18'CUU,'EF:Tf; 36"+CULVEF:TS Ff:IBRIC TH{iW PIPESTnpcl[I I &QEI:I'TRAFFIC CONTROL DEVICES 210 ~j75,480 ;570d80 35,850 126,600 136,::;00 74,480 31,080 28,.~62 9,800 7,055 ;[ 18,844 7,555 130........l,:J ...j 90:1440 13+3 '10 .;I....w 9i'~892 44,772 23,625 416~311 126,750 69,160 28,860 26~429 6~700 4:,S-'5() 1 5,~)85 8~845 86 12 tlCRE CY CY CY CY Cv., CY TON TON LF L.F L.S SY LF ACRE MILE SF i~I/YRS ACRE CY CYCy Cy CY CY TON TON LF LF LS 5Y LFACRE MILE 5~760t16 1,210 4.Ell 2,768 4.20 2,395 14.40 516 6.01 7t.-l 8.41 1,148 16.80 1,251 21.61 672 79.21 2,254 43.20 4"'1"'.., 28.80 203 50,320tOO 50 2.99 56 43.117'32t.- 3~~599.36 468 17;998.28 2:39 180.00 :l6,279 _______M __ 31,021 10,000.36 133 ----..----- 133 5,760.16 161 4.81 471 4.20 188 14.40 340 6.01 2~502 8.41 1,OM 16.80 1,162 21.61 624 79.21 2,093 43.20 289 28.80 143 32,258.08 32 2.99 17 43.19 382 3,599~36 310 17~998.28 216 --_._--_._-_. 9,996 =-1 cT'----l ;0--=---"'1 ,__~C:CC_")~"'=.,---=l--.>-c=-:Cl >c--='l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE $ ~iMOUNT $000 date:l-MAR-82 file:WACOST.DAT;89 pase:31 TOTAL F:EMAF:!\S $000 MAINTENANCE /'lAINTENANCE .123 DEVIL CANYON -WATANA (41.25 MILE) Mf.lIN ROAD CLErli~:ING WASTE EXCAVATION COMMON EXCAVATION fWCK EXCAW1TION BOF:~:OW NFS SUBBASE MATERIAL GRADE 'A"BASE MATERIAL D-l BASE MATERIALA.C.SURFACINGGUMmF:AIL 18'CULVERTS 36'+CULVERTSFABRIC THfiW PIPES TOPSOIL &SEEDTRAFFICCONTROL DEV1CES Mf1 I NTENANCE MAINTENf.INCE .13 SITE ROADS .131 CONSTRUCT ION F:Of1!IS SITE ROADS MAINTENANCE .132 PERMANENT ROADSPERMANENTROADS 160 MI/YRS :t1 ,'7'99.84 1,920 ....._._-_._.-._- 1,920 207 ?ICRE 5~760.16 lr192 681,179 CY 4.81 3,276 984,473 CY 4.20 4d35 146,527 CY 14.40 2dl0 73,145 CY 6.01 440 424~7J.O CY 8,41 3~572 231,739 r'''16.80 3,893,-,I 96,704 TON 21.lSi 2,09088,557 TON 79,21 7,0156,050 LF 43.20 261 13,840 L.F 28.80 399 1 LS 179,040.00 179 34,874 SY 2.99 104 24,335 LF 43.19 b051 326 flCRE 3,599.36 1,173 41 MILE 17,998.28 738 NW ...._______ 31,628 248 1'1I/YRS 10,000.36 2,480 ._-------- 2,480_............._.............,........__....__M~••_.... 77d78 20 MILE 4,234,279.00 84,686 141 MIIYRS 90,284.44 12,730--_..._--_..... 97,416 6 MILE 499,999.00 3,000 ...._------- 3,000...__...._...._--...._--_............... 100,416 -1 -=C~O ~l ="'-CC--l --~'i-------J ,,':~~''}---] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICANWATANA date:l-MAF:-82 file:WACOST.DAT;89 f'-'ase:32 ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE $ AMOUNT $000 TOTAL $000 F:EM(lRKS .2 RAIL FACILITIES .21 RAILHEAD-GOLD CREEKRAILHEAD CLEARING WASTE EXCAVATION COMMON EXCAVATIONGRADE"A'BASE MATERIAL D-1 BASE MATERIAL A.C,SURFACINGTOPSOTLBQ~EDRAI[Y~RD c6~fROL DEVICES SUBBALL,AST TRACKAGE DOCK LUMBER r,'jA INTENtlNCE 11f.1INTENMKE .3 AIRSTRIP .31 AIRSTRIP PERMANENT AIRSTRIPTEMPORARYAIRSTRIP TRANSMISSION PLANT 1,)1:'",,'~~ 787000 505,0004,900 2p100 27200 15 1. 25,800 19;700 16 1 1:'~~, 1 1 (,lCRE 5,760.16 1 <;4 CY 4,81 7-11:'w,,) CY 4.20 2,121CY16.80 82 TON 21.61 1::-'",)... TON 79+21 174{iCRE 3,599.36 54 LS 720.01 1 CY 8.60 222 LF 139.98 2,758 MBF 580.00 9-......__........M._... 5,992 YEARS 28,599.52 429 ------~..-- 4'jQ--:;:;:::,';;::::;=:=:::::::=: 6,421 II::5,400,000.00 5,400....., LI::900,000.00 900., ___M ______ 6,300 ;:;:::=====::;;;:;: 6;300 229,983 350 LAND &LAND RIGHTS LAND &LAND RIGHTS TRMmMISSIONSUBSTATIONS (4 SITES)179 1. MILE 40,000.00LS1,100,000.00 7d60 1dOO------------------ 8,260 8,260 '~1 ~'~~-'--"ll-r ~l -~~"~,~-=-1 ---~l -~~1 C=~J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA dat.e:l-MAI:;;-82 file:WACOST,DAT;89 pase:33 ITEM DESCRIPTION QUMHITY UNITS UNIT PRICE $ AMOUNT $000 TOTr~L $000 REMI~IRKS 352 SUBSTATION &SWITCHING STATION SUBSTATION &SWITCHING STATIONSTRUCTURES&IMPROVEMENTS .1 SWITCHYf,RD +11 SW ITCHYARD 1 LS 11,550~OOO+OO 11 ~550 11,550 ::::;::::::=::::.<:::;,:;:.:::: 1b550 11,550 353 SUBSTATION/SWITCHING STATION EQPT SUBSTATION/SWITCHING STATION "EOPT ESTER 1 LS 24~440,ON),OO 24,440 WILLOVJ 1 LS 15,246?OOOtOO 15,246... KNIK f.1F:M 1 LS 12,590,000.00 12~::i90UNllJEF:SITY 1 LS 37,420,000.00 37,420 DEVIL CANYON 1 LS 15,015,000.00 1.5,01:':, :::::::::.::::::::::=::::::::;: 104,711 WILLOW ENERGY MNGMT SYS (EMS) EQUIPMENT &SYSTEM COSTS 1 LS 11,530,000.00 11,530 MICROWAVE COMMUNICATION EQPT 1 LS 4,920,000,00 4~920 EMS CONTROL CENTER BUILDING 1 LS 3,860~OOO.(lO 3~860WATANA&DEVIL CAN IN- PLANT MONITOR &CONTROL EQPT 1 II:'3,637~OOOvOO 3,637i...oJ :::.;,-:.:::::.:::::::;::.:::::::::: 23~947 128,6:58 354 STEEL TOWERS I FIXTURES STEEL TOWERS &FIXTURES TOWERS (INCLUDING FOUNDATION &HAF:DWARE)21447 EACH 53d23.00 l 9,992 ::.::;:::::::::==:;:= 1 9;992 129,992 C""-'1 =--'=-:}"~~1~9 :----''J ~'.-~.-'"l -J l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:l-MAR-82 file:WACOST.DAT;S9 pase:34 ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE $ AMOUNT $-000 TOT ~ll. $009 r~Ei1ARI\S 356 CONDUCTORS &DEVICES CONDUCTORS I DEVICES CONDUCTOr:S SUBMARINE CABLES 5~)t.. 6 MILE 100,175.00 EACH 7~291,670.00 55,697 43,750 ==.:;::::=:::::::::;:;;::::: 99,447 99!,'4't7 359 ROADS I TRAILS ROADS &TRAILS ROADS &TRAILS CLEARING &ROADS GENEFJlL FLiNT 389 LAND &LAND RIGHTS LAND &LAND RIGHTS (INCLUDED IN 330) 390 STRUCTURES t IMPROVEMENTS STRUCTURES &IMPROVEMENTS<INCLUDED IN 331*2) 391 OFFICE FURNITURE/EQUIPMENT 200 340 MILE MILE 36~000.00 18,000.00 7,200 6d20 ::~:-.::;-;::::;;:;:;;;::::::::::: 13,320 _~_MW_U._ R wn_._·_.~_ o H.,__.-_._------o 13,320 ° ° ~'"~'/,"9 ]"'"-1=-'),c::=,c::~)-::,,,-,"'l '""-':1 '-~'J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY OFFICE FURNITURE/EQUIPMENT (INCLUDED IN 399) UNITS UNIT PF:ICE $ AMOUNT $000 ::-..:::::~~:.7:::::;;;;;::;;::::.;;-; o dat.e:l-MriR-82 file:WACOST.DAT;89 p,;,lse:35 TOHiL F:EMf.lF:I<S $000 o '~'')"'o'~1 L~---l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA C"'ccl'==-'--'l ',~',,'c--l ~c:] date:l-MAR-82 file:WACOST.DATj89 page:36 ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE $ AMOUNT $000 TOTAL $000 REMAF:I\S ~Q'~,tJ POWER OPERATED EQUIPMENT POWER OPERATED EQUIPMENT(INCLUDED IN 399) :::::;:::=::::::==::; o ° 397 COMMUNICATIONS EQUIPMENT COMMUNICATIONS EQUIPMENT (INCLUDED IN 399) 398 MISCELLANEOUS EQUIPMENT MISCELLANEOUS EQUIPMENT (INCLUDED IN 399) 399 OTHER TANGIBLE PROPERTY OTHER TANGIBLE PROPERTY OTHER TANGIBLE PROPERTY INDIRECT COSTS 61 TEMPORARY CONSTRUCTION FACILITIES TEMPORARY CONSTRUCTION FACILITIES (INCLUDED IN DIRECT COSTS)' 1 LS 5,000,000.00 ::::::::=:;:::::=:== ° =:::=::=:::==~ ° 5,000------------------5,000 _._-----_.-_______WH_ o ° ° 5,000 ° >···..~'l ;~--~l .,-,~~'}1 1 1 ,1 l -J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY 62 CONSTRUCTION EQUIPMENT CONSTRUCTION EQUIPMENT (INCLUDED IN DIRECT COSTS) UNITS UNIT PRICE $ A!10UNT $000 :::::::.:::;::;::::::::::=:: o date:l-MAR-82 file:WACOST.DAT;89 paje:37 TOHl.F:Ef~tlF:I(S $000 .:.7 MAIN CONSTRUCTION CAMPu'"' 1 MAIN CONSTRUCTION CAMP.... •11 SITE PREPARATION CLEARINGCLEA!\ING 14~5 ACF:E 4,502.16 6"-'w"INSTALL GRANULAR PAD INSTALL GRANULAR PAD 788,000 CY 4.72 3,719SITEREHABILITATION SITE REHABILITATION 145 fiCF:E 8,641.72 1,253 CONSTRUCT ROADWAYS MAIN ROADS IN CAMP [34']9,100 LF 20.59 187CONNECT.RD.TO ACCESS RD.1,800 LF 87.76 158DRAINAGE DITCHING 24,800 LF 4.87 121 CULVERTS 1,200 LF 30.10 36PERIMETERFENCING PERIMETER FENCING 9,900 LF j.7.01 168 PARKING ?IF:EAS PARKING AREAS-INSIDE CAMP 1 LS 62,044.57 6'")<-PARK.LOT-OUT CAMP(500 CARS)4 .ACF:E 12d58.20 49ELECTRICALPLUG-INS 500 Ei'iCH 97.68 1{.(1-_....__....-....- 6,455.12 BUILDINGS BACHLR DORMS-lOS MAN CMPLX ")"EfiCH 421 d30.()0 10,l07.:,'1 BACHELOR DORMS-MGHNT-TYPE A 8 EACH 134,485.00 1,076BACHELORDORMS-MGMNT-TVPE B 0 EriCH 115,~)69.00 1.,040, GUEST HSS-l fA OWN/MGR/CON 3 EACH 142,591.00 428 CAMP MANAGER'S OFFICES 3 EACH 50,893.40 1t.'""l...w.., STAFF CLUBHOUSE 1 E~ICH 322d99.00 322DININGHALL1EACH1,849,060.00 1,849 DINING HALL 1 EACH 1,849,060,00 1~849 RECREATION BLDG.1 H1CH 1,074,980.00 1,075 ~=t='C=4'-'~l 0_"",_-:~)-----'l :---;c_-],!"--]~-_.).--~1 J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:l-MAR-82 file:WACOST.DAT;S9 f·>a~e:38 ITEM DESCRIPTION QUf~NTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS RECREATION BLDG. GYMNASIUM SECUF\ITY OFFICESOILS/MATERIALS LAB. MAINTENANCE BLDG. WAREHOUSE -MANAGERS WAREHOUSE -FOOD SERVICE COMMUNICATION BLDG.HOSPITAL ICE FUNK BriNK SiDF:E L{:\UNDF:Y PEF~r!r~~J(lL.l{ 6 i='EE~'lrr'- "'i"\'~~"':EI ,."II TIII~E'lv ,to ,w~. 16 FEET ~JIDE RELOCATE 160 MAN CAMP RELOCATE 160 MAN CAMP .13 UTILITIES 1 EACH 1 EACH 1 EACH 1 EI~CH 1 EACH 1 E~lCH.l. 1 EACH 1 EACH 1 E(ICH 1 EACH 1 EfiCH 1 ErICH 1 E(lCH.l. t,70 LF 2d70 LF 730 LF 1 LS $ h074,980.00 2,807,970.00 281,312.00 695,960.00 668,782,00 901,065.00 1,216,406.00 106,837.00 2,703,026.00 1J945J132.00 303,484.00 157,695.00 67,779.20 88.83 138.17 236.87 226,432.00 $000 1,,075 2,808 281 696 669 901 1,216, 107 2,703 1,945 303 1~i8 68 60 300 173 .226 31,::'i88 $000 ,131 I,IATEL' n "SUPPLY SYSTEM INHli-:E3,4 118 PDND PUrlF'ST (l TI ON 600 GP;~ BOOSTER PUMP STATION 600 GF'MSUPPLYLINE 6'DI F'IF'E ,4'DI PIPE HEAT TRACING g INSULAT t,'PIPE 4'PIPE UTILIDOR UTILIDORTF:Ef.m1ENT PLANT 0.9 NOD Mn:-Up WELLS BfiCK·-UP WELLS DISTRIBUTION MAIN TO CAMP6'DI PIPE <1"HI PIPE J.LS 343,603.00 344 1 LS 155~'961.00 156 1 lS 151,040.00 151 10,000 LF 42.79 428 10,000 LF 37.96 380 10,000 LF 30.58 306 10,000 IF 27.65 277 10,000 LF 85.01 850 1 LS 2,307,320.00 2,307 1 LS 296,040.00 296 3,500 LF 42.79 150 3,500 LF 37.96 133 ~1"-1"~Ol~~"~"]~~·O"E'J 1 C'J"Tl 1 ;.:-:-COol 1 SUSITNA HYDROELECTRIC PROJECT date l-MAR-82 FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN file WACOST •DA r;89 WATI~NA page 39 ITEI'!DESCRIPTION QUMHITY UNITS UNH P~:ICE tlMOUNT TOTAL REMA~:I\S ----------------------------------------_...._-_...._----------------------_...._.......--_........---_.-----_.__.--------------------- $$-000 $000 HEAT TRACING &INSULAT 6"PIPE 3,500 LF 30.58 107 4"PIPE 3,500 LF 27.65 97 UTILIDORS UTILIDO~:S 3,500 LF 85.01 298 RESmVOIRS 1 EA @ 0.8 MG &1.2 MG 1 LS 279,720.00 280 PUMP SH1TION 4750 GPM 1 LS 93,041.68 93 CAMP DISTRIBUTION SYSTEM DISTRIB LINES-BURIED 12"2,130 LF 95.46 203 6"300 LF 60.96 18 DISTRIB LINE UTILIDOR PIPING12"DIAMETER 2,530 LF 82.35 208 6"DIAMETER 3,470 LF 42.79 14-8 4"DIAMETER 605 LF 37.96 23 HEAT TRACING &IMSULAT 12"PIPE 4,660 LF 54.18 ..,t::'"l L-..J"- 6"PIPE 3,770 LF 30.58 115 4"PIPE 605 LF 27.65 17 HYDRANTSHYDRANTS 12 EACH 1,614.68 19 VALVES VALVES 1 LS 13,556.80 14 UTILIDORSUTILIDORS 7,500 LF 80.11 601 .132 SEWAGE COLLECTION SYSTEM PIPING 16'PIPE 650 LF 113.09 74 12"PIPE 1,850 LF 82.35 152 S"PIPE 2,950 LF 53.59 158 6'PIPE 1,600 LF 42.79 68 4"PIPE 1,2()0 LF 37.96 46 HEAT TRACING &INSULAT 16"605 LF 73.63 45 12"1,850 LF 54.18 100 S'2,950 LF 34.71 102 6"1,600 LF 30.58 49 4"1,200 LF 27.65 33 UTILIDORSUTILIIiORS 1,200 LF 85.01 102 TREATMENT PLANT SKIMMING TANK 1 EACH 25,066.76 25 ')"""',') SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA ;'..~-1:-""1~~'1 date:1-MAR-82 file:WACOST.DATj89 pase:40 "'1 ITEM DESCRIPTION QUr~lNTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS ---------------------_._----------------------------------_._--_.----_.~-------_.._--------------------------------- LAGOONS -[1 @ 385'x 205'&2 @ 280'X 155'] ROTATING BIO CONTACTORS PHYS/CHErI UNITCHIF:IFIER DISINFECTION HEr,T PUMP THICI,ENEF: FIL TER PF:ESS DF:YING BEDS BUILDING CONTROLS/INSTRUMENTATION PIPING~VALVES,FITTINGS L.MlORr;TORY OUTF?ILL.OUTFALL LINE <8') OUTFAL.L STRUCTURE .133 ELECTF:I Cf-IL GENERATING STATIONBUILDING GENERATORS <850 KW) {If,Y 1'(il'·11( FUEL STORAGE TANK SUBSTATIONDISTRIBUTION SYSTEM DISTRIBUTION SYSTEM UGHTINGPOLE MOUNTED LUMINA IRS FLOOD LIGHTS .134 CAMP HEATING FUEL OIL DISTRIBUTION .135 FIRE PROTECTION FIRE HOUSE FIRE HOUSE ?ll.f.1R1'1 SYSTEM r~LARM SYSTEM SPRINKLER SYSTEM 11ESS Hf~LLS REC HALLS HOSPITAL SCHOOL .136 TELEPHONE SYSTEM TELEPHONE SYSTEM CAMP (WIRE) MICF:O\J.lAVE .137 TV/RADIO STATION TV/RADIO STATION 7,J 6 1 1.. 1 1 1 1 2 1 1 1 1 2,000 1 1 3 1 1 1 1 60 "je'.....J 1 1. 1 1 1 1 1 1 1 1 EACH EACH EACH EACH E~ICH EACH Ef~CHEACH EACH EACH LSLS EACH LF EACH EACH EriCH EACH EACH EACH LS GICHG1CH LS LS LS LS lS LS LS LS LS LS $ 135¥766.00 201,350.00 133,601.00 248,850.00 133,601.00 11 ,840.00 147,415.00144,060.00 66,949.28 403,560.00 168,720.00 479,520.00 74,010.36 74.52 78,959.49 41y960.80 282,292.00 4,935.80 173~850.00 98,699.72 197,361.00 1,990.60 740.00 158,360.00 502,016.00 257,520.00 53,280.00 44,400.00 23,680.00 35,520.00 65b422.00 3d56,840.00 246,752.00 $000 407 1,208 134 249 134 12 147144 134 404 169 480 74 149 79 42 847 5 174 99 197 11919 158 502 258 53 44 24 36 651 3d57 247 $:000 """~-Tl c""'"-"'1 ")-~"=-=")::=--=-__J:c=__l l =:_-=--J 'iC~~]~::---J=--=],-""""~--""-.-"1.,'1-_~'--"""""""""1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date l-MAF;-82 file WACOST.DAT;S9 F'<::~~e 41 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS .138 SOLID WASTE FACILITY SOLID WASTE FACILITY .139 PETROLEUM STORAGE FACILITY GARAGE/MAINTENANCE BLDGGARAGE/MAINTENANCE BUILDING TANKS 50,000 GAL100,000 GJ'iLEARTHWORi, CLEARING &GRUBBING BEF;rlSPIPING PIPING FUEL STt~TION FUEL STlf.JT!ON ,2 MAIN CONSTRUCTION VILLAGE .21 SITE PREPARATION 1 1 4 36 14 4;'.i,OOO "I... 1 LS EACH Et1CHEtiCH ACF:E CY LS LS $ 148,t;38.00 223,520,00 25,000.1644,999.40 13,140.92 30.31 222,568.00 383,697.00 $000 14S' 224 100 ll,620 184 1,364 t"}'1"'T..:..~~ 384 24r025 :;:.::::~::::::::;:::.::::::::::::: 62,068 $000 CLE{\F:ING CLEARING INSTALL GRANULAR PAD INSTALL GRANULAR PAD SITE REHABILITATION SITE REHABILITATION CONSTRUCT ROADWAYS MAIN ROAD 34'WIDESECONDARYROADS24'WIDE CONNECTION TO ACC RD 34' DF:AINAGE DITCHINGCULVERTS -360 LOTS PERIMETER FENCING PERIMETER FENCING PARKING AREASPARKING(iF:EASELECTRICALPLUG-INS .22 BUILDINGS SINGLE FAMILY UNIT - 2 BDRM 1 1 'J-Cl 743,000 11\S 2,20017,600 1,600 42,800 8,500 10,700 36,000 "'1t:".:...1 74 tlCF:E 4,502.16 """)'/.J~,.:. CY 5.73 4,257 ACRE 81681.68 1,007 LF 25,71 57LF21.37 :376 LF 98~51 158 LF 3.71 159LF29.88 254 LF 17 .01 1.82 SF 0.36 13EflCH97.68 '1.._._-----...- 6,987 EriCH 39,718.BO .21'939 .c~.c.)r~'~l -~...)c]'CCCC)1 '_C]J (.c-l·-~]" SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WA1'ANA datE.':1-MAF:-82 file:WACOST.DAT;89 page:42 ITEM DESCRIPTION SINGLE FAMILY UNIT - 3 BDRM SINGLE FAMILY UNIT -2 BDRM SINGLE FAMILY UNIT -3 BDRMSINGLEFAMILYUNIT- 4 BDRM SCHOOL GYivlNASIUM Sl4IMMING POOL RECREATION CENTER STORE GfiS STATIDN QU~)NTITY 188 16 16 16 1 1 1 1. 1 1. UNITS EACH E~lCH EACH EACH LS LS LS LS LS LS UNIT PF:ICE $ 41,701.20 61,041.40 63,873.40 75,826.80 1,6191196.00 982,980.00 698,500.00 852,786.00 1,212,332.00 216,751.00 MOUNT $000 7,840 97"7 1,022 1,213 1,619 983 699 8531,212 21,7 TOTAL $000 F:EMAF:~;S .23 UTILITIES .231 WATER SUPPLY LINE 4". PUMP STATION -160 GPM WATER STORAGE TANK -1.0 MG DISTRIByTION SYSTEM PI~IN0 12 M DI 10'Dl 8"DI6!D1 HEAT TRACING &INSULAT 12'PIPE 10'PIPE 8'PIPE 6~PIPE 4"PIPE VALVES 1?" 10" 8' 6" HYDRANTS HYDRANTS ,232 SEWAGE COLLECTION SYSTEM PIPING 14'PIPE 12'PIPE 10'PIPE 8'PIPE 6'PIPE HEAT TRACING &INSULAT 19,573 8,300 FT 37.56 312 1 LS 108,731.00 109 1 Ef~CH 143,560.00 144... 1,300 LF 0"1 7t:::107\.ol£-t ..;...; 1,000 LF 64.:;6 65 1,500 LF 53t59 80 87500 LF 42.79 364 1,300 LF 54.18 70 1,000 LF 47.14 47 1 ~~tOO LF 34.71 C",.J ..: 8,500 LF 30.58 260 8,300 LF 27r65 229 ""HICH 1 C?i'7 J 4'".L ,u ........1 "oJO- 2 HICH 1,332.00 3 ";H1CH 1 d)50 .80 2.:. 17 EACH 710.40 12 18 EACH 1,614.68 29 700 LF 96.20 '70, 8i\l~LF 82.35 66"v1dOO LF 64.56 71 4,500 LF 53.;')9 241 5,100 LF 42.79 218 ')'-l ,,]:-==1 '-~~]'--~1 :---)-==-]=-=-]].---)-~~--1 '--1 '--1 ] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date;l-MAR-82 file:WACOST.DAT;89 F't.~se:43 ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE AMOurH TOTtlL REMR~;S ___-_____________________________________•_•HH _ 1.4"PIPE 12"PIPE 10"PIPE 8'PIPE6"PIPE PUMPING SYt;TEM PUMP STrHIONBOOSTERPUMPSTATION BOOSTER PUMP STATION 6"FORCE M~lIN UTILIDORSMAINRUNS IN VILLAGE STREET CROSSING 50 LF EA PUMP STA TO TREATMT PLANT STUBS TO HSE 360 LOTS i 20'STUBS TO BLDGS -10 @ 25' .233 INTEGRATED OFC AREA OWNER/MGRS OFFICE .234 ELECTfU C~lLGENERATING STATIONS BUILDING GENERATORS -850 KW DAY TAN~:SFUELSTORAGE TANKS -SUBSTATIONS WITH WIRING DISTRTBUIIONDISmBUnON .235 FIRE ALARM SYSTEM FIRE ALARM SYSTEM .236 TELEPHONE SYSTEMTELEPHONE SYSTEM .3 ACCESS ROAD CAMPS .31 PIONEER ROAD CAMP FACS,CATERING &OPER SUPT .32 ACCESS ROAD/RAILHEAD CAMP FACS,CATERING &QPER SUPT 700 BOO 1,100 4,500 18,900 1 1... 13,800 12,200 1,000 8,300 7,200 250 1 1 4 1 1 1 1· 1 1 21;100 70,900 LF LF LFLFLF LS LS LF LF LF LF LFLF EACH EACH E?lCH EACHEACH EACH LS LS L e:o ~. MANIJfW MANDAY $ 65.49 54.l8 47.14 34.71 30.58 139d87.00 1397184.00 42.79 80.67 80.67 84.36 80.6780.67 892,646..00 38,987.20 282,177.00 4,935,80 173,850,00 98,698.24 246,747.00 18,258.76 434,232.00 84.00 84.00 $000 46 43 52 156578 139 139 591 984 81 700 581 20 893 39 1d29 5 1.74 99 247 18 434 9,699 ::::::::::::-;::::::::::::= 36,260 1,772 1,772 5,956 5,956 =======::::: 7,728 $000 T]'~'J 1 :==]]1 C~l -~~J ]];'--]J ~l SUSITNA HYDROELECTRIC F'ROJECTFEASIBILITYSTUDYESTIMATE-ACRES AMERICAN WATANA ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE $ AMOUNT $000 date:1-t·1AR'H82 file:WAC05T.DAT;S9 Fast?:44 TOTAL REMARKS '$000 .4 CAMP CREDIT SALVAGE VALUE FOR BUILDINGS~ EQUIPMENT &UTILITIES .5 PERMANENT TOWN PERHANENT TOWN 1 •J. LS -9,000,000.00 LS 16,524,200.00 s,ooo ~M'M'_.__.._~.,._._---------,9,000 16,524-------_.,.--------- 16,524 3,710,000 HANDAY 61.98 229,946 ~.----------------- ~29,946 1 LS 699,996.00 700 1 LS 1,299,988.00 1,300 --~_...-,.- ~,OOO 7~645 M(~11 r 240.00 1,835 971251 MWhr 100.00 9~725 ",••~....._H •.",U' 11 ,5~.O .6 MAIN CONSTR CATERING &SUPPORT CATERING &SUPPORT .7 ELECTRIC POWER .71 34.5 KV SYSTEM .711 TRANSFORMER STATION .712 DISTRIBUTION SYSTEM {9 MIi .72 CONSTRUCTION CAMP .721 DIESEL GENERATION .722 INTERTIE POWER .73 CONSTRUCTION POWER ,731 DIESEL GENERATION (INCL IN CONSTRUCTION COSTS) .732 INTERTIE POWER 81,000 MWhr 100.00 8,100 8,100·,....'M._._---------~1,660 ,8 CONSTRUCTION HEATING &VENTIL • •81 HEATING &VENTILATION PLANT .811 HEATING &VENTIL.PLANT 1 LS 2,305,500.00 2,306 $ .82 HEATING &VENTIL.OPERATION .821 HEATING &VENTILATION OPER 2,700 DAY 3,794.65 2,306 10,246 10,246..-_,_-----------121551 J77~737 -~~].-~1 ']]1 '·-1 ,...,~.]'-~]'~~]··1 I e"'l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA date:l-MAR-82 file:WACOST.DAT;89 pase:45 ITEM DESCRIPTION 64 LABOR EXPENSE L~lBOR EXPENSE (INCLUDED IN DIRECT COSTS) 65 SUPERINTENDENCE SUPERINTENDENCE(INCLUDED IN DIRECT COSTS) 66 INSURANCE INSURANCE (INCLUDED IN DIRECT COSTS) 69 FEES FEES (INCLUDED IN DIRECT COSTS) SUBTOTAL CONTINGENCY SUBTOTr~IL QUI~lNTIn 17 t 5 ;~ UNITS UNIT PF:ICE $ r~MOUNT $000 ::::~::;:::.:;:::;;".::;:;-;:::::;: o ::::.-::::;::::,:;::::;::::;;;::: o ::~;;::;<.::=::::::::::::::~ o :::;:::=;::=::==:.::~ o 4B2r855 TOTAL $000 o ,') o o 2,759,170 4821855 F:EMARKS 71 ENGINEH:ING 12.5 %405 y 2~5~1 ]~~~l "'.~)'-'--"']'~]~~]--~~._-]'-~~I "-~]~-~]---:--]:--~~]-J '----~J SUSITNA HYrn~OELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN WATANA I1Dl DESCF:IF'TION QUANTITY UNITS UNIT PRICE $ AMOUNT $000 date:1-MAR-82 file:WACOST.DAT;89 P3se:46 TOTAL REMARKS $000 72 LEGAL EXPENSES 0.0 %0 ~~TAXES 0.0 ~0[w * 76 ADMINISTRATIVE I GEN.EXPENSES 0.0 ~0* 77 INTEREST 0.0 ~0k 80 EARNINGS/EXPENSES DURING CONSTR,0.0 ~0* TOTAL PROJEC'r CDS"r INCLUDED IN 71 NOT APPLICABLE INCLU[IE[I IN 71 NOT INCLUDED NOT INCLUDED ::;;;;;;:::::::-.:."'.:::::.:::::: 3,647,277 - r - APPENDIX C2 DEVIL CANYON HYDROELECTRIC DEVELOPMENT -ESTIMATE OF COST The attached sheets provide a detailed breakdown of the Devil Canyon Hydroelectric Development estimate of cost. Please refer to the explanatory notes given in the front of Appendix C2. C2-1 -)~~T]<-'>>~'1 rr-~r-]1 --'1 ~-l >---1 ----1 -]~-]--1 ~--]~-l SUSITNA HYDROELECTRIC PRO~ECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date:l-MAR-82 file!DECOST.DATI84 page:1 ITEM DESCRIPTION PRODUCTION PLANT QU'~INTITY UNITS UNIT Pf.:ICE '~ tli'WW-H $.000 TOHII.. ~~000 PEMAF:I\S 330 LAND &LAND RIGHTS +1 LAND LAND .2 LAND RIGHTS LAND RIGHTS -IN ABOVE .3 MISC CHARGES &CREDITS MIse CHARGES/CREDIT-IN ABOVE 1 LS 2:2 J 050 ~000.00 "'))..,:,\1:."1'.~£.ftIW'.} 1 l c-OtOO 0.'--' 1.•I'0.00 (IL;;) 227050 88,700 SF 511300 SF 43,800 LF 17,500 CF 23,800 CY1,800 .CY 1,200 TON1,900 SF 3,400 SF 8,()()O CY 1,650 CY 660 TON 800 SF 331 POWERPLANT STRUCTURE IMPROVEMENTS .1 POWERHOUSE.11 POWERHOUSE I DRAFT TU~E.111 EXCAVATION POWERHOUSE VAULT ROCK DRAFT TUBE RDCK .113 SURFACE PREPARATION/GROUTING POWERHOUSE SURFACE PREPARATION DRAFT TUBE SURFACE PREPARATION GROUT CURTAIN-CU/S OF P-H) DF~ILL HOLES CE!'lENT .114 CONCRETE &SHOTCRETE POWERHOUSE CONCRETE CONCRETE OVERBREAK 12"H/6'V REINFORCING STEEl_ 2'SHOTCF:ETE 3 I SHOT CRETE DRAFT TUBE CONCRETE CONCRETE OVERBREAK 6 1 REINFORCING STEEL 2"SHOTCRETE 95,800 16,800 CYCy 48.61 4 7 6~;7 48,Yol 817--........._---~.... 5,473 1.58 140 1,.58 81 13.59 595 39.91 698--_.._---_.... 1,515 341.00 8,116 220.10 396 1,419.80 1,704 l'")t:'l"\5i...to ,J7 ~~o 13..:)+/~l 341.00 2,728 220.10 36.3 1 ,.H9 .80 937 2.59 ".:.--_........__....- 14,264 ]1 ")1 J -1 1 --1 ---1 --CC-I ----"1 ~-l 1 -1 -]~C~-l -~-) SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date:1-M(.lR--82 file:DECOST,DAT;84 page:2 ITEM DESCRIPTION QUM'!TITY UNITS UNIT PF~ICE $ AMOUNT $000 TOTAL $000 REMARKS .115 SUF1PORT &ANCHORS POWERHOUSE ROCKBOLTS 1"@ 25 1 HY ROCKBOLTS l'@ 15' STEEL MESH STEEL SUPPORTDRAF1'TUBE ROCKBOLTS l'@ 25'HY ROCKBOLTS 1"@ 12' ROCKBOLTS l'@ 9'STEEL MESH .117 DRAINAGE HOLES (U/S OF POWERHOUSE) HOLES (POWERHOUSE CROWN) .118 STRUCTURAL -MISC STEELWORK POWERHOUSE &DRAFT TUBE STRUCTURAL STEEL/CRANE RAILS STEEL COMPo WATER PIPE(S') .119 ARCHITECTURAL POWERHOUSE ARCHITECTURAL .llC MECHANICAL DRAFT TUBE GATES DRAFT TUBE GATE GUIDES DRAFT TUBE CRANE PUMP INTAKE TRSHRKS &GUIDES PUMP OUTLET STOPLOGS/GUIDES 780 500 31.,000 105 100 140 70 12,600 l5vOOO 21,960 1 .L 1 1 ..,.. 4 1 1 1 [(leH 613.40 478 E?lCH 365,51 183 SF 2.88 89 TON 6)1294.55 661 EACH 613.40 61 EriCH 262+45 37 EtlCH 214.64 15 SF 2.88 36__.._n __._..__.... b561 LF 24v37 366 LF 24~3i'535--_....-........_.... 901 LS 1,498,695,00 1r 499 I~1,976,250~OO 1,976~;:)...._...._--_...."'. 3y475 LS 750.,200.00 750 --------- 750 SETS 270vOOO.OO 540 SETS 110,000.00 440 EACH 450,000.00 450 LS 160,,000.00 160 lC 70,000.00 70I-w ---_._...._....- 1,660 ::::,::,';7:":.';";;:;:;;;:~:-':~~::::,,; 29,599 .12 ACCESS TUNNELS I PORTALS .121 EXCAVATION TUNNELS -ROCK MAIN TUNNEL TRANSFORMER GALLERY TUNNEL GROUTING GALLERY TUNNEL 106,000 17vOOO 2,300 CYCy Cy 52.56 44,42 213.61 5,571 755 491 ~-l .-)"~-~-~1 /"-~--l ~l-"l -~-"-').'--1 '1 -~~'l ~---1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date 1-MAR-82 file DECOST.DAT;84 pase 3 ITEM DESCRIPTION QUf-1NTITY UNITS UNIT PRICE tll'10UNT TDTriL r;:EI'lr~F;!<~: --------------------------------------------------".,---------------------------------------------------------~--_..-- SURGE CHAMBER ACCESS TUNNEL PENSTOCK ACCESS TUNNELPENSTOCKELBOWACCESS TUNNEL ACCESS SHAFT TUNNEL CONNECTOR TUNNEL Cill'lP WiTe-i:;--qINNFI J()ITI 1',l.InMF'.,:11:~_Tt:~;-f'~U-N'I';C';-..;.C-I ~I U\..d:t ..~Il r .....n h_I-':'.J .l. MrHN FOF:Tf'1L I~OCi\ COMP,WATER PORTAL ROCl< 71800 cy 50,000 CY 1(hOOO CY 3,300 CY 1,600 CY 27200 CV-, 27,000 CY ~.i ~OQO f'\l...., 300 CY $ 73+98 78.32 78.32 204.,55 204?5~5 204 i"~:i~i ;51 i 85 26~t.,O 26~60 $000 577 3~916 "0-'/.,),~ 67~i 327 450 1 ~,...10(' 1--.L,j,j. 8 g;.(),~)O .123 SURFACE PREPARATIONTUNNELS MAIN TUNNEL SLAB COMPo WATER TUNNEL 35'D SLAB PENSTOCK ACO TUNNEL SLABMAINPORTAL HORIZONTAL INCLINED COMPo WATER PORTALHORIZONTAL INCLINED 11 1000 2 r400 5 ,560 200 2,100 200 2y 100 SF SF '"I:';:), SF SF SF SF i ~o~t IJ! 1~09 1+09 1.09 :L,58 t ?09 ,I c:oJ.",-J L..' .15,08? -1 1'),'1 .L~.,", 31 ~'7 ....'l o :3 o -.1 ~, ,124 CONCRETE &SHOTCRETE 1'iilIN PORHILS CONCF-:ETf SLAB CONCF:ETE vifiLLS CONCRETE OVERBREAK 12'H!6'V REINFORCING STEEL COMPo WATER PORTAL CONCRETE Sl(~lB CONCF:ETE \;HlLLS CONCRETE OVERBREAK 12'H!6"V REINFORCING STEELTUNNELS CONCRETE SLAB MAIN TUNNEL CONC PLUGS PENS ELBOW ACCESS CONC COMP WATER SLAB 35'D CONe OVERBREAK MAIN TUN 6" CONe COMP WATER SLAB 6"0/B REINFORCING STEEL MAIN TUN REINF STEEL COMP WATER SLAB 2'SHOTCRETE MAIN TUNNEL 30 CY ~.i70 f"V \_"I.~CyA:.}',,} 40 TON 30 CY 570 CY 40 CY 40 TON 4~O30 Cy 10~O()O CY J.d30 CY 2~1 l30 CY 540 r."~I 140 TON 40 TON 7!1S?50 SF 1'19.9:'; 100 0";•.I ,to -'~, 181.735 1,r A-J.9 i·GO 199.95 ,l,l 00,q';:;..,.,~\-" 186.00 1J419~80 2481-00 31'2.00 403.00 1.:1'0.50 '177 j r.::.::.....".'+.r.W 1,419,80 1,419.80 ~~~~S9 217 6 114.,, r.::-, loll 6 114 !' r.:-'-J,J! ~t99 351720 415 363 128 199.,-, .1, 21. '----1 SUSITNA H DROELECTRIC FIRClJECT FEASIBILI Y STUDY ESTIMATE -ACRES AMERICAN DEVIL CAN ON '~-1 date l-MAF:-82 file DECOST.DAT;84 Fti3~e 4 ITEM DESCRIFITIGN QU?lNTITY UNITS UNIT PEICE MOUNT TOTf.lL.F:Hh~IRKS _______•N R"H •._____~_________---------w-_ $ 2"SHOTCRETE TRANSFORMER GAL 1~260 SF 2t59 2"SHOT CRETE SURGE CHAMB ACC BOO SF 2~59 2 ft SHOTCRETE PENSTOCK ACCESS 317~)O SF ..')r,:'Q '»:'.7 ,J." 2'SHOTCRETE PENST ELBOW Ace 31?50 SF 'J I::Q.....flJ, 2"SHOT CRETE ACCESS SHAFT 750 SF '1 o:::q~t'lofr 2~SHOTCRETE GROUT GALLERY 470 !"'I:"2y59;:). 2~SHOTCRETE CON~IEC1'OR TUN 330 f.:.r::-0'")e'Q h."t ...._+J ~ 2 N SHOTCRETE COMP WATER 35/D 21050 SF 2i59 2¥SHOTCRETE CDMP WATER 10 'D 4;:\0 SF 2 t ~:i9 $000 3.", L 10 :lO 2 1 1 t'~., 1. $000 j125 St,JPPORT &ANCHORS MAIN TUNNEL ROCKBOLTS l'@ 12' ROCKBOL'rs 1 1 @ 9' 51'EEL MEE;H STEEL SUPPORT MAIN 'TlJNNEL PORTAl" ROCKBOLTS 1 11 @ 15 1 TRANSF'ORMEf~GALLEj~Y 1'UNNEL ROCKBOLTS 1"@ 12' ROCKBOL.TS j.B e 9' STEEL.MES~! STEEL SUPPORT GROUTING GALLERY TUNNEL ROCKBOLTS 3;4~@ 6' SUPPORT STEEL STEEL MESH SlJRGE CHAMBER TUNNEl. R~JCKBOLTS 1"@ 12; ROCKBOLTS 1"@ 9' STEEL SUF~PORT STEEL MESH FENSTOCI(ACCESS TUNNEL ROCKBDlTS 1"@ 12' ROCKBOLTS 1~@ 9/ STEEL SUPPORT STEEL MESH PENSTOCK ELBOW ACCESS "t·NNEi .. ROCKBOLTS 1 1 @ 2' ROC1(BOLTS l R @ , STEEL SUPPORT STEEL MESH ACCESS SHAF'r TUNNEL. ROCKBOLTS 1"@ 12' ROCJ(BOL'rS 1~@ 9' :1,440 EtlCH 262~45 1.90 !=,.lI.,l"Holl 2141t641...f:1Lt1 1:32!l ~500 !"'.-3.16~,- 120 TDN 61294+55 ~:,~O Er~CH 36~~¥51 230 EACH 262.,45 30 EtlCI-i 2:t4irip~ 20:1 SJltO SF 3+16 ;1'TON t..929·4~5::.i,i;,-,-' 220 E(.\CH J.62.50 3 TON 6;294~55 100 SF 3.16 lS0 j:'~rl_'262.45~.fl,~,, 30 EfiCH 21 itio64 i ~TON 6,294,55~j :l3-~200 ,..~3.16;:>r 680 E{lCH 2e:.2.45 90 EACH 214.64 60 TON 6,294.55 62~150 cC'3.16·_;1 280 Er~ICH 262v43 80 Ef.\CH 214.64 20 TON 6J294+55 1 *,..,~1'\SF 3.16.;.-\~·J'/e\J 50 EACH 262.4~5 "';/1 E{lCH 214.641+J ....~ 69305 3/'S 41 419 .....t:"t:" !1-i"J 18 60 6 66 126 '11.w'J 19o 39 6 82 42 178 1.9 378 i CH.t.i (,.I 73 li' 126 47 13 11 C'~-C-l l-~)1 ~-)1 J _.~)-----j SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DE(JIL Cr;NYON date l-MAR-82 file DECOST.DAT;84 pa~e 5 ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE $ f-IMOUNT $000 TOT{.1L. ~:.()OO F:Ei'iAI~t<S 175 75~175tOO 150 241800.00 25 STEEL SUPPOF~T 20 TON STEEL I'IESH 2;500 SFCONNECTORTUNNEL ROCKBOLTS 3/4'@ 6'160 Et~CH STEEL SUPPORT ,[.TON"-STEEL I'IESH ?O E::FCOMPoWATERTUNNEL35' ROCKBOLTS 1"@ 1 '370 Ef.1CH ROCKBGLTS l'@ 9 50 EriCH STEEL.SUPPORT 30 TONSTEEL11ESH33,600 SF COMPo WATER TUNNEL PORTAL ROCKBOL.TS 1"@ 15'40 Er:\CH COMPo WATER TUNNEL 10'DROCKBOLTS3/4"@ ,I 210 EtICHb STEEL SUPPOF:T 3 TON STEEL.MESH 90 SF .129 r;RCH I TECTURAL MAIN PORTAL DOORS 2 SETS COMPo WATER PORTAL DOOR 1 Ie i-I-' .12C MECH~IN I Cr;L VENTILATING SYSTEM(INCL IN 63.71 &63.72) 6,294 "~:j;.i 3~16 162*50 6~2'1'4+~j5 3t:l.6 6''1 ,1r.::.r.:..~1 t..i 14.64 6;'1'1.55 3.16 365.51 162i.50 6?294+~55 3.16 .:'1l .i.L~J o l .•' 26 12~o 97 11 1"'t'07 106 15 34 1.9o 3,796 o ;;:;:::::::::".:.~::::::-,..::;:::::~:~::: 25J15B2 .13 ACCESS SHAFT .131 EXCAVATION ROCK .133 SURFACE PREPARATIONSHAFT .134 CONCRETE &SHOTCRETECONCRETELINING CONCRETE OIJERBREAK 6• 14,500 70,200 3,600 1,.300 Cy SF Cy Cy 122.79 1.:i8 465.00 271.25 1,780 1,780 111 111 1,674 353 2,027 ~)J C~~]C~l 1 .C)~C]CC~<)~C}'C~~Cl '~l C CJ ,.~C~l ~'C~] susr NA H DROElECTRIC PROJECT FEAS BILl Y STUDY ESTIMATE -ACRES AMERICAN DEVI CAN ON date:l-MAF:-82 file:DECOST.DAT;S4 page:6 ITEM DESCRIPTION (WANTITY UNITS UNIT 'PRICE $ AMOUNT $000 TOHIL ~;000 REMt;~:KS .135 SUPPORT &ANCHORS ROCKBOlTS 3/4'@ 6' .138 STRUCTURAL -MIse STEELWORK MISCELLANEOUS S'fEELWOR1( .139 ARCHITECTURAL CINel IN 331.2 CNTRL BLDG) .13C MECHANICAL ELEVATORS .14 FIRE PROTECTION HEADTANK .141 EXCAVATION ROCK .143 SURFACE PREPARATION HEAD TANK .144 CONCRETE &SHOTCRETE CONCRETE CONCt OVERBREAK 6 1 REINFORCING STEEL .145 SUPPORT &ANcHORS ROCKBOLTS 1"@ 12' ROCKBOLTS l'@ 9' STEEL MESH STEEL SUPPORT .148 STRUCTURAL -MIse STEELWORK MISCELLANEOUS STEELWORK 11120 50 1 'I J ..-.......,l::JV 2,800 250 45 10 25 10 1,200 2 1 EI~CH 162.50 182 ~....--...._----- 182 TON 3,673.50 184-....-_....-..__.... 184 -_............_--- 0 LC 1,000,000.00 1,000w-_._._---_.... 1,000 :;::;;::=::;::::::.~:::.::~":::: 59284 CY 299.15 344------_._- 344 CJ:"1.09 3'""--_...._---- "l '-' CY 474.30 119 CY 199.95 9 TON b419.80 14 --_._----- 142 Ef.1CH 262.45 -;, EACH 214.64 ') "'-SF 3.16 4 TON 6,294.55 13_........_...._--- ')1::'",-..I LS 23,250.00 23 -........------ 23 i-'~-~']-1 1 1 .~--~}'---,-c-),-'c-]-'--1 SUS TNA HYDROELECTRIC PROJECT FEA IBllITY STUDY ESTIMATE -ACRES AMERICAN DEV l CANYON date: 1"':i.1 E';: p .:~~S t',:~~: 1-MAR-82 DECOSTi!IA'r;S4 ~! ITEM DESCRIPTION .14C MECHANICAL PIPING/VALVES - (INCLUDED IN 335.12) mh~NTITY UNITS UNIT PF:ICE ,~." I;MOUNT -$000 o ::::;:::;:-,:::==::;:.::;::::: 537 TDT(lL $000 FEi',t1F:~:S .15 BUS TUNNELS (TOTALS FOR 4.BUS TUNNELS) ~151 EXCAVATION ROCK HORIZONTAL ROCK INCLINED .153 SURFACE PREPARATION TUNNEL .154 CONCRETE &SHOTCRETE CONCRETE SLAB CONCRETE OVERBREAK 12" REINFORCING STEEL 2'SHOTCRETE .155 SUPPORT g ANCHORS ROCK BOLTS I'@ ~' ROCKBOLTS l'@ 2' ROCKBoLTS l'@ , STEEL MESH STEEL SUPPORT 3~200 Cy 2,000 CY 11,300 SF 800 CY 3M ~"c..~ 40 TON 520 SF 80 Ef~lCH 110 EACH 30 Ef.~CH 81600 SF 14 TUN 11~5.26 324 t 15 l+09 403.00 232*50 1,4.1.9t.sO 2.59 13+40 ''1 ,j ,,':::)....+-/....' 14.64 3 +t 6 6,2941'55 369 648 1,017 i~.1..... 12 7'l"'}....'010'"i.. 8t:1, r'7~)... 1 464 .,., '1'7 :29 -t, 27 SE: 200 ;:~';;;';::;:;:;::;:::~::;:::::;~:: 11693 .16 TRANSFORMER GALLERY .161 EXCAVATION ROCI( .163 SURFACE PREPARATION TRANSFORMER GALLERY 28y800 267500 i'\( L.'I '~L";:), r.1·4v42 ~1\0.;.!i'\;.J :t !,1279 1,279 ''10 .JJ.'-f f1CJ -1,...J -~J '-"~l v-~"J !~""--1 1 "C")'''-1 '-~l '-~-1 ""'---,-"1 -~~)'-~-'1 c'--1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEV:rL CANYON date:1-'MI~R-82 file:DECOST.DATi84 page:8 ITEM DESCRIP1']:ON OLh4NTHY UNITS UNIT PPICE $, Al'iOUNT $(JOO TOTAL $000 F:EMAF;KS .164 CONCRETE &SHOTCRETE CONCRETE BASE SLAB 21810 CONCRETE OVERBREAK 12 s H/6'V 820 REINFORCING STEEL 140 3 n SHOTCRETE 1~1()O .165 SUPPORT &ANCHORS ROCKBOLTS I B @ 25 1 HY ROCKBOLTS 1"@ 15'STEEL MESH STEEL SUPPORT t167 DRAINAGE HOLES (IN GALLERY CROWN) 1/'0 90 22,200 li' 81900 CY 604.5()1~699 CV 186.00 153., TaN 1,4:L9.80 199 SF 3.78 4 H ..__....__......__ 2y054 EriCH 6l3t40 104 FJICH 365.51 33SF,.,00 64,.;..t ~HI\..' TO~l 6,294i55 107-------_.__. 308 l""24.37 21"7t· _._....H ..__....__ 217;:;';;:;::::=::~==::;; 3,887 '17 C{:jB!_E ,SHf1FTS'i'.i••" (TOTALS FOR 2 SHAFTS) '5 ""l'J EXCi~iIJt}TI Di\1i,..'.':,L 1:~OC1<3,000 CY 324 t 15 9 7 '1,,,-._....-.._-......_-- 9-'1/~ ~}../.j SURFACE PREPARATION SHriFTS 36,000 SF 1.58 57_........_........__.... 57 •.t7·1 CONCRETE &SHOTCRETE CONCF~ETE LINING no CY 868+00 799 CONCRETE OVERBREAK 6'670 CY 434.00 291--------- 1,089 .175 SUPPORT &ANCHORS ROCKBOLTS 3/4"@ 6'570 EACH 162.50 93_..._........_--- 93 170 STRUCTURAL -MIse STEELWORKt~..\..I MISCELLANEOUS STEELWORK 13 TON 7,750.00 101.-_........-........... 101 .179 AF:CHITECTUF:AL ENCLOSURES 1 LS 89,900.00 90 '~J )~..~].-'l~~~'l .)}.·1 ~1 ,""'~·--'·l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICANDEVILCANYON date!l-MAR-82 file!DECOST,DAT;S4 P3se!9 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS ,17C MECHANICAL MANHOIST ,18 DEWATERING (DURING CONSTRUCT) ,181 DEWATERING (POWER FACS) DEWATERING ,19 INSTRUMENTATION ,191 INSTRUMENTATION INSTRUMENTATION 2 1 1 E(ICH LS L8 $ 230,000,00 697,500.00 773,450.00 $000 460 460 :;;:::::=::-..:::::::~::;:: 2,862 698 698 :::':::=~:::::::::::::::::::::; 698 ..,~-,/.j 773 :::::::::::::;::;:::::::::=.:::: 773 $.000 t2 MISC,BUILDINGS &STRUCTURES MISC.BUILDINGS &STRUCTURES '1 LS 199,950.00 200 =::.:.~:::::::::;:::.::::::::;::: 200 ?1,1 1'5 332 RESERVOIR,DAMS &WATERWAYS .1 RESERVOIR .11 CLEARING CLEARING 6,350 ACRE 1,550.00 9,843 :;:=::;;:::~:;::::::=;::: 9,843 .2 DIVERSION TUNNELS/COFFERDAMS .21 DIVERSION TUNNELS/PORTALS .211 EXCAVATION TUNNEL F:OCK EXCAVATE CONCRETE FOR PLUG UPSTREAM PORHIL aVERBUF:DEN 48,300 450 1,950 CY 59.12 2,855 CY 59.12 27 CY 9.25 18 ]~"'~-l 1 'T~l ,--J 'c-)1 '.-j -1 -}-1 -J -],') SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CMUON date:l--MtlR-82 file:DECOST.DAT;S4 pase:10 ITEM DESCRIPTION QUr~lNTITY UNITS UNIT PF:ICE AMOUNT TOTAL REMARKS____________________________._____________w_______ ROCK DOWNSTREAM PORTAL OVERBURDEN ROCK 50,200 6,600 54,000 CY CY C"·r 1i 26.60 Q ''It:: J +£.,101 26.60 $.000 ly335 61 19436 $000 800 EACH 262.45 210 90 EACH 214.64 19 76,900 SF 3.16 24:3 90 TON 6,294.55 567 80 EACH 365.51 29 40 EACH 613.40 25 .213 SURFACE PREPARATION/GROUTINGUPSTREAMPORTAL HORIZONTAL INCLINED DOWNSTREAM PORTALHORIZONTAL INCLINED GROUT TUNNEL PLUG DRILL HOLESCEMENT .214 CONCRETE &SHOTCRETETUNNEL CONCRETE LINING CONCF:ETE PLUG CONCRETE OVERBREAK 6' REINFORCING STEEL 2'SHOTCI:::ETE UPSTF:HiM POHTAL CONCRETE HEADWALLCONCRETELINING CONCF~ET E PI EF: OVERBREAK 12"H/6'V REINFORCING STEELDOWNSTREAMPORTAL CONCRETE HEADWALL OVERBREAK 12'H/6'V REINFORCING STEEl .215 SUPPORT I ANCHORS TUNNEL ROCKBOLTS 1"@ 12'ROCKBOLTS l'@ 9' STEEL MESH STEEL SUPPOF:T UPSTRE?lM PORTr.1L ROCKBOLTS l'@ 15' ROCK ANCHORS l'@ 25' 4y400 SF 15dOO SF 1y300 SF 2,900 SF 2,050 LF 41.0 CF 8,100 CY 3~000 CY 3,200 CY 15 TON 4~400 SF 2,800 CY 1,550 CY 400 Cy 500 CY 310 TON 1,000 CY 100 CY 65 TON ~;,733 1.09 5 1.58 24 1.09 1 1.58 I:'~I 6.05 12 33.37 14_._-..------ 61 279.00 2y260 210.80 632 155.00 496 1,419.80 21 2.59 11 320.85 898 279.00 432 279.00 112 232.50 116 1,419.80 440 320.85 321 232.50 23 1~419.80 92_...._---_....... 5,856 1 .<:-«)J ...~--j r.----J ·'·<l·'-}l~_··]h 1 -.-J ».~], SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date l-MAR-82 file DECOST.DATi84 P3se 11 ITEM DESCRIPTION ROCK DOWELS DOWNSTREAM PORTAL ROCKBOLTS l'@ 15 1 ROCK ANCHORS l'@ 25' flUM1TITY 60 120 30 UNITS EtlCH UiCt·1 E?lCH UN IT F'flI CE $ 233~7'4 365.51 61.3.AO t;t10UNT ;l:"""'I~VI,,:'\.' 14 -44 •0J.w TDTr~L ~;000 F:EMr~F.:KS .21C MECHANICAL UPSTREAM GATE GATE EQUIPMENT DOWNSTREAM OUTLETSTOPLOGGUIDES STOPLOGS INCL FOLLOWERS .22 UPSTREAM COFFERDAM .222 FILL CORE FINE/FILTER COARSE FILTER ROCK SHELL CLOSURE DIKE RIP RAP .223 SURFACE PREPARATION/GROUTING CUTOFF &GROUT HOLES GROUT .22[1 DEl#lTEF:ING INITIAL DEWATERING DEWATERING MAINTENANCE .23 DOWNSTREAM COFFERDAM .231 EXCAVATION REMOVAL OF COFFERDAM 17169 2 EACH 1,280yOOO,OO ,."...."....L.~~)(H) :i.E;ET 35,000.00 35 1 If.'0,00 0&....\.J _.N.__._.............. 2S!595 :;;;;;-::::;;;:;:;:::::;-:::::::::;:: 15;1414 49600 CY 5~53 25 2,800 CY 17,48 49 2~700 rv ~r.:''-~7 411,,'l,J (0 ~,.; 19;800 CY 1:::-)':''1 lOl~lU?•..1 ....: 4.1:>900 l"V ~)~~5:.3 .tiNX'..,..,):i:...\.1 i.. 7,000 CY 12.32 8 Lc, ........-.....-....-._- 539 1~600 LF 13+59 22 256!,OOO CF 39.91 10y217 "w _._••••M,••_._._..... 101,2351 1 LS 7~i8~105~00 ;ot58 1 LP 3~870~OA()+OO 3;:;B70,)._...._............--- 4,628 ::;;::::;;:::;::::::::::::::::;::: 15,406 42~OOO Cy 7,.25 305_.-_........__....- 305 --1 "-.._....·1 ........).,.."),1 l'···.."1,····~··1 ~"~"1 ...._.)""1 ].., SUSITNA ~~YDROEl_E(~TRIC PROJE(:~T FEASIBILITY S"rUDY ES'fIMATE _.ACRES AMERICAN DEVIl ...CANYON date:l-MtlR-82 file:DECOST.DATv84 F/8set 12 ITEM DEf;CRIPTION ~232 FI1_L Rlf~RAP CLOSURE DIKE t233 SURF'ACE PREP/GROlJTING CUTOFF~&GROU'r HOLES CEMENT +~MAIN [lAM t31 MAIN DAM +311 E:XCAVATION OVERBURDEN RO(~i< i'~~~SURFACE F'REPARATION/GRO!JTING Sl.JRFACE PREPARATION lJNDER DAM!1'~IRUST BLOCKS [~C~NSa!_!DATI{JN GROU'i" DRILL.HOl~ESCEMENT GROUT CURTAIN DRILlN HOLES CEMENT QUf.1NTHY 1;650 47~·000 2;;300 368,000 ~"f:35 ~~QO~)20,/uO 1719000 17i51900 l76'JS-'OO 259J(lOO 1.039600 UNITS CYrv~.J LF CF eyey SF LFCF LF CF UNIT PRICE $ 12.32 ~j ..53 13.59 39.91 6.23 27 ..OcS 1.:::;8 .5 t 05 33.37 13.59 39.il AMOUNT '/',000 "0 260 280 31 14,687 14;718 ::::===.::::~=::::::== 15;303 ''l'i'l":"40..,;.. 8 ,c.78 8,900 ~"~f'j•..lV 1,0705,903 3,520 4,135 TOTI~L $000 REl'if.1Ri{S .314 CONCRETE &SHOTCRETE DAM CONCRETE CONCRETE OVER BREAK REINFORCING STEEL THRUSTBLOCKS CONCRE'fE CONCRETE OVERBREAK RE:INFORCING STEE:L ~JOINT GB9~J!N~~bkoGJI!~b l:J 2811000 10,400 '1~'500 i 05~}~}oo liJ.O/J .;;/;,; 1. 14,898 CY 201.50 258!1l22 CY 201.50 2,096 TON 1;419.80 6,389 CY 201t50 21,258 CY 201 t ~so "1 11'14,,;...... TON 1;419.80 532 LS 29542,000.00 21542---_.._---- 291 d61 -c}_C'-CC-1 -1 CC __-]J "}-"},,-----t-h -C --)--1 ]-}"--1 1 1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date l-MAR-82 file DECOST.DAT;84 page 13 ITEM DESCRIPTION •315 SUPPORT &ANCHORS ROCKBOLTS 1"@ 25'STEEL MESH (ON SLOPES) .317 DRAINAGE HOLES QUi~NTITY ~j80 275,000 6~31800 UNITS EACH SF Ie••1 UNIT PF:ICE It,. 61:L40 l")~-1...:..f t,{I,J 24.3? AMOUNT $-000 356 668 :l.,024 1,60:1 1,604 :::::::;:::::::"-::::::.::::;;:::: 317,586 TOTAL $000 F:EMf;F:KS .32 GROUT GALLERIES/PORTALS ,321 EXCAVATIONTUNNELS/SHAFTS -CORE AREA ROCK HOF\IZONHlL F~OCI\INCLINED ROC!':IJEF\TICj~ILTUNNELS/SHAFTS ACCESS' F:OCl\HOR EONT f;L PORTALS O\,JERBURDENI:;OCI\ 13,100 CY 5,300 CV-, 3,400 CV-, 1.2,400 CY 28,700 C"-j 16,~;00 CY 213.61 299.:L5 290.10 213.61 o J')I:" I •~,-l 2t..60 2,798 1,58~5 986 2,649 ~~5'<f\~19 .323 SURFACE PREPARATION PORTf~LS HORIZONTAL INCLINED 50 41,0 SF SF 1.09 1.58 B•.,~).!JI'I'_t.J o 1 .324 CONCRETE &SHOTCRETE TUNNELS -CORE AREA CONCF:ETE SL.tlBCONCRETEOVERBREAK 6" REINFORCING STEEL 2"SHOT CRETE TUNNELS -ACCESSCONCRETE SLAB CONCRETE OVERBREAK 6" REINFORCING STEEL 2"SHOTCRETESHAFTS-CORE AREA 2'SHOTCF:ETE PORTALS (4 PORTALS) CONCRETE 1 1yBOO CY 465.00 837 900 CY 372 .00 335 62 TON 1,419.80 88 3,300 SF 2.59 9 1,400 CY 465.00 651 700 CY 372 .00 260 50 TON 1,419.80 71 2,500 SF 2.59 6 6,500 SF 2.59 17 40 ('v 199.95 8'-" .~-)cl We I ....e..........),.-e],e-~-l J /-]}]1 ---~J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date t 1-MAR-82 file:DECOST.DAT;84 ?i3set 14 ITEM DESCRIPTION REINFORCING STEEL QUM1TITY 3 UNITS TON UNIT F'RICE d: 4' 1,419.80 AMOUNT $000 4 TOTAL $000 F:EMt1RKS .325 SUPPOR1"&ANCHORS TUNNELS -CORE AREA ROCKBOlTS 1"@ 12' ROCKBOlTS l'@ 9' ROCKFOlTS 3/4'@ 6' STEEL rJESrI STEEL SUPPORTTUNNELSf.lCCESS ROCKBOlTS 3/4'@ 6' STEEL l"fESH ~,.'..ST~EI:,..S~I[t9PT~rlHFIS .-LOkE~f~~tH ROCKFOlTS 3/4'@ 6' STEEL l'iESH POF:TflLS ROCKBOlTS l'@ 15' .328 STRUCTURAL -MISe STEELWORK STEEL/GUIDES SHAFT STEEL STAIRWAY .329 ARCHITECTURAL PORTAL DOORS HEADSHAFT STRUCTURE .32C MECHANICALELEVf.1TOF; OVEF;HEMI CF:ANE MISC MECHANICAL EQUIPMENT .33 INSTRUMENTATION .331 INSTRUMENTATION (DAM) I NSTRLJMENT PI TI ON 150 30 i ")t:-/'i .l,y ~."J\..J 12,200 ")', ....~I 11200 500 1"1... 300 1,300 150 50 1 -4 1., 1 L 1 1 1 2,286 Ef~lCH 262,45 39 Ei;CH 214.M 6 Ef1CH 162.50 203 C'l:'3.24 40\oll TON b,294i55 170 EACH 162.50 195 SF 3.24 2 TON 6,294.55 76 EriCH 162.50 49 cC·"1 ,}Il 4w,......t ~.~1 E,;CH 365.51 I::'C".J,J-_........_---- 838 TON 3,673.50 184 I C~93,775.00 94I~•..J --................_-- 277 Ef1CH 19,995.00 80 Ie 434;000.00 4341.......1 ------_............. 514 LS 750,000.00 750 LS 430,000.00 430LS120,000.00 120 ...._------_. 1,300 ===':;'-;:::=::0:=::= 13,940 LS 3,906,000,00 3,906 ----------- 3,906....,...__........_--.......................-._,.__. 3,906 :.-~-l --)T_~l \"----,.~-]'~l 1 1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON dat£l:1-rltiF~""82 file!DECOST,DAT;84 P3S'i:~:15 ITEM DESCRIPTION •4 S~'iDDLE r.W"j .41 MAIN SADDLE DAM.411 EXCAVATION OVEFIBUF:DEN ROCK ~4-12 FILL IMPERVIOUS COF~E FINE FIL TEF: CO,~RSE FIL TEF: ROCK SHELL (UPSTREAM) F;IP F;~lP ROCK SHELL (DOWNSTREAM) F:OCI\FILL FILTEf\FtiBF:IC FIl TEF~Ff~BI~~IC .413 SURFACE PREPARATION/GROUTING SURFACE PREPARATION UNDEF:Ih~lM com: UNDER DMl SHELL DENT ~IL CONCRETE DENTf.:L CONCRETE CONSOLIDATION GROUT DF:ILl..HOLES CEr'lENT GROUT CURTAIN (SEE 332.313) .417 DRAINAGE (SEE 332.317) QUf'iNTITY 11145,000 301,000 313r500 231,000 193":)00 ~534 ,000 174,500 345,000 127,000 190FOOO J.9L,500 432,~.;oo 79100 571500 57r500 UNITS CY Cy CY CYCy Cy Cy .~y t ..JCy SF c.'1:"SF Cy LF CF UNIT PF-:ICE $ r t.7:,J '"\.,<,,; 19.42 50+95 20.13 17.90 4.82 --l 1")oJ .L A..+i 0&:.. ,Cl'-:'I,!t u,(,. 4+B2 0.84 1.58 1.09 179.80 t..~05 33.37 AMOUNT $000 6;446 5r845 12y292 1.51973 .L :1:'''' .(f}'b~V 3,45~i 2,574 2,150 1,663 612 160 311236 ~~~r i _r1':'~:J .L ~..i...",I 348 1,91':;:' 4 P 3;,7 o :.:~~:~;:;:;;;-;;.:;;;:~:':..':;:.~:::: 479Ei45 TOTr~L $000 F.:EMtiFYS .5 OUTLET FACILITIY VALVES (IN DAM) .51 OUTLET FACILITY VALVES .SlC MECHANICAL TRASHRACKS/GUIDES BULKHEAD GATE GUIDESBULKHEADGATES&FOLLOWERS GANTRY CRANE FIXED CONE VALVES ('7 PLUS 2 sprfF~E) 1 L8 11850~OOOtOO 1 r;8~iOJ. 1.LS 1~220~'OOO-tOO 1,220 'l EACH 220 r 000 {.00 440.,'.. 1.LS 700'~000 f 00 70'0 :l I .-'3~200~OOO.;(!O 3,200L.O .t::r 0)ttl ~ !-Q:: r'-~<l:..x CO ,;::,::E: I W U::~~ <l:to ::E:O:U ..-lW-..o ~-ri -J ~ GJ :li ill 0 R;...)r-l -01 r'o-- i"i)'l""i :u .C'';-OJ.. ~.- Z 0 =:;·c) o <:'::E: <C 4ft r:::)C"JO Or::)C:J MOJ..-l '.(l r"')~"(:~r.,!"')o--C".~C"'.~(,;'1 '•.;J r.......c:r t-4.")<:->OJ "<i""<i"(13 -.0 1'')"<i" ~.,~~IM r'~«r--.o t4J"::;M -t:::r--:-i LiJ (".,-.0 r··~m 1"')«r .........(l i"-IJt'f) t"'JiOM ~~........("-'OCt..0 .....OJ:M..:,::...·()r<)'O -<:r '0 .,.;.,....,........ .,....,.,....,.-i 0"...-I KI M t".~ (~?O(:::. LU C;.Or::> L) ;-;C:JOO U::000u..(.~CJC r<)("-,N t~)~('.~Me:::t,:)r-.J .....)r---·.(O .,....,Lt)OJ 0-.':0 t,;')l'-·-r:::::.~"'='.J.-r,:>C:;O"·OCOCCI~Ot"1O-..".(,i-r-l -<:r OLn Ot'')..~.~mo--.o·OJ or"".0)00::;'".:::t r:r.ro~l.f)r<:Jo-.-.0 ........,....,-.0 r., -o:-':!"f-!("~-rl ('".J ("".~-:""""!C".-io;---:!~~(;r..t·"')(".,('~ c.;c,)z:.~ }--.:,:)(:;.C") i-i !""1OJT'"-!Z ~ ;:)-.(l (f'J (J"".;to -.J -JRJ >->-.>- f-lULJ >->-::- t.,)C,JU >-..::->-~­uuuu >~>->-t.J (_)C,) >- U iL..i..i...t..,r)0') ('.,(,.J (,-J.('-, C::.C;l- ..:....-;'0c::-=:.:::-: ~::).-::::: t:...,")r:.."? ':::>I,iJ .:-:::!-,; i,.W!_~_~ LLI ••...;.. 0::.:0::: LL-=-J: L=- LLiW ~_"!C.f':: ";j:CLo L.t...' (:;'::lL!<C :,::i:'-):;:tr.n;1:j :::r.:fo-~:::J LL t-t:'):LO 0-"; ("".J l:':! ...., :-- :-.:J C) ffi ;~ C"..J. I'~".--':C ;z.:c..::;:r.:::~ (:;t,~0 (:;:'0 C:I It)t<J (::z ~ r--i~"":r-.... ..(l ~.~....... .;::-':"""i T'"~J .....ol....~~... ":"'-;: ::E:,-(=:c.,..);.=:::u:: l..i...u::1-0-·1 W 1--l..i...-e::L":::':':J ",-"(r::i-i :....::.:::-~Ct: :'..:::.,:~(,:=:t :;:) r::;:'(,:::C)';-:::' L;J(:>Ol.n coro~-t--t') C-·),tt"')(:::r 0-· ~-t..-:;- s:.:~-i W<t ;21'::E...j t-.~;fr--i _..J 1·-- LL -CJO::: i---l.:2:Ld -1 r--.-::> I.!-. .,....,i-·,ll"") (··..fO:I"t---! :.;:):::>c-:.:c):::.-:;o i/')Ot.:::,t ;e::ss:~~::: Ot:)r.:) :C.')C:;I~ Il-.~1:-0 .....,r-c::>r...... "'!"O)•...., iLl i.!J q UJ L;,.! _~.~>...~.J Z _..J __J ::::::::C£i !.:.J .r,::;2:'~:cf LtJ l.lJ 2::t:'i~-A:I i.J...J tJl <~j--W .3 i.JJ <.i:1-,..LLi 01;::,o(!:.!'-- i:L ;~LI..l (J-JD:::-.1 !o"::i L..sJ (I")C)~:::..;lJ.J ~"'tJ ~.n (0 ~CJ)~~_j~m~~-~OOW~ Z ~:~3~-O~~3 ~~~3 "-'.C:!:Io7.;r..:>:Cr:lLi >--.t::!:i w~~~~~~i~~~~~~~~:~ ~~WE...}U~~i~UU~'i3~JUUL.) ~~~OO~O~OD~_,J~OOO I~o~~m OOC~~_JO~~~ ::~:j~5 ~~~i>O ~~ ;::....::..-.::Ci i..!..! ;;:::;!..JJC~)u':: !-----i fr"::~•.~CI <i:CL :::~t-- ~t:iL C,:..~",~....-;<t:lO'1 C,,! i/:J C)(.JL.J: :2::f.;O(J~.: ..--:5--lr-: ~~.L ::=r:::E j-.- CJtO..-..::c ::,t::: r·...LLW .......b-ii-- ::J u') r...o G>- L.uu..H.O;- <i:M..J __J r....:::J ..::!:-a;I: c~u L'L:!--if--i LIJ :::2~Cr':: :::.l:-(C}_·-c.'):ru -.J E...)W -.J W~,.,j O%:U.,f LJ~ :- t;l W -)1..;'; C),.- k;.:'::"':'I: w~~E:: i-! 1';,,:0 i--- t--:l CO ~i..W,..... ~,j § L!J i--. C)LOCi:::.<~. i::".i >-CJ>-t-->..:r::-...;2:: _...J ":I: "l=Z;!-~oof f..-:J 2:.,~ i'~-;;-.;--J ;;-'"!::;)1-·....; co -t;:r:=-",::J U..!t!J (J)L!..;::.::; t"'"'i.' ~-)1 1 h-'=-]~"=J .-=1 1 l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date f:Lle ;;-BS8 1···N(IF:-·E;2 DEeOST •Dt-l Ti 84 1 ~,./ ITEM DESCRIPTION QUfiNTITY UNITS UNIT PRICE AMOUNT TOTf~IL F~EhFIF~l<S_________________________________________HH_______ .__M_.__H _ 28,000 LF 24.37 682 500 LF 2".37 12_...._...._._--- 695 3 EACH 1,850,000.00 ::S,550 221.65 2,881 2:35.60 4,830 J.55iOO 977 1,419i80 1,846 465tOO 186 279.00 56 1,419.80 20 2,59 6 .~......._...._...._-- 26,848 c1I294 +55 25 3//24 2 162.50 65 365.51 51 365.51 31 233.74 865 _._.-...._._--- 1.,039 .524 CONCRETE &SHOTCRETE CONCRETE STRUCTURE (TO END OF ROLlWAYl (INCLUDING STORAGE AREAS) CONCRETE OUTER WALLSrONCPETEPIEPc'FU'L I CN~TW);;Ol,'C:L~E=!rE I'll:"r~h:~~'L...L...L...W",L.l~f\.ol_._h CONCRETE ROll WAY SLAB CONCRETE OVERBREAK 12"H/6'V REINFORCING STEELCONCRETECHUTE&FLIP (END ROLLWAY TO END FLIP) (INCL BOX DRAIN GALLERIES) CONCF:ETE SLAB CONCF:ETE WALLS CONCRETE OVERBREAK 1S'H/6'V REINFORCING STEEL CONCRETE DRAIN GALLERYCONCRETESUIB CONCRETE OUERBREAK 6' REINFORCING STEEL 2"SHOTCRETE DOME .525 SUPPORT &ANCHORS DRAINAGE TUNNEL STEEL SUPPOF~T STEEL i'lESH ROCKBOLTS DRAINAGE GALLERY 3/4"@ 6/ ROCKBOLTS APPROACH l'@ 15" ROCKBOLTS CHUTE &STRUCTURE l'@ 15' SLAB/WALL ANCHORS 1'@ 10' .527 DRAINAGE DF:I LL HOLES BOX DRAINS (TO DRAIN TUNNELl 3"RELIEF .52C MECHANICAL GATE EQUIP!'"lENT 15,;'.,00 CY 7j700 ("Ii••' 1 1,600 CY 33,000 CY 1,400 r'''"r2,300 TON 13,000 CY 20?:iOO CY 6,300 CY 1,300 TON 400 CY 200 CY 14 TON 2,500 SF 4 TON 500 SF 400 EACH 140 Ef;CH 85 EACH 3,700 EACH d:./' 217yOO 217'tOO 217.00 217+00 170.50 1,419.80 $000 3,364 1,;1671 347 flit:!. 239 3,266 $000 .-,~7-1 i/""~J '}\:--_Tj i.-·....,'_.~-]~'-l 1 i:-~-l -1 /c--l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICANDEVILCANYON date:l-MAR-82 file:DECOST.DAT;84 page:18 ITEM DESCRIPTION STDPLOG GUIDES STOPLOGS INCLUDING FOLLOWERS MISCELLANEOUS ELECTRICAL QUf-1NTITY 3 1 1 UNITS SETS SET LS UNIT PF:ICE $ 45 d)OO.00 480,000.00 100,000.00 AMOUNT $000 135 480 100 6,265 =:~"';:::=::::=::::'::::: 59,541 TOTAL $000 F:EI1AF;I\S ,53 EMERGENCY SPILLWAY ,531 EXCAVATION (INCLUDING - BRIDGE &FUSE PLUG)OlJEF:BUF:DHJ ROCK U~3EABLE F:OCK WASTE ,532 FILL FUSE PLUG ,533 SURFACE PREPARATION/GROUTING SURFACE PREP (UNDER FUSE PLOG) HORIZONTALINCLINED CONSOLIDATION GROUTING DRILL HOLESCEMENTGROUTCURTAIN(SEE 332,313) ,534 CONCHETEGROUND SLAB CONCRETE OVERBREAK 12"Hf12'V REINFORCING STEEL ,535 SUPPORT &ANCHORS ROCKBOLTS 1"@ 15' ROCK ANCHORS l'@ 25' .53B BRIDGE BRIDGE 281,500 CY 3.55 1,019,000 CY 20.15 215,500 CY 19.76 26,000 CY 9.89 75,500 SF 1.092,500 CC"1.58"'. 23,000 LF 6.05 23,000 CF 33,37 6,000 CY 170.50 3,000 CV 170.50.! 210 TON 1,419.80 300 EACH 365.51 760 EACH 613.40 1 LS 1,250,075.00 999 20,533 4,258 25,790 257 257 82 4 139 768 993 1,023 512 298 1,833 110 466 576 1,250 1,250 ====:::::::::;::1= 30,699 ~~]~~~l r-~]/--.1 ---.. '~~1 CCl C-"~~~]]'=~~l 1 ---] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON dte i.le i:.ls\e -!~AF:-82 DECDST .DAn84 i.. ITEM DESCRIPTION .6 POWER INTAKES .61 POWER INTAKE STRUCT &APP .611 EXCAVATION OVERBURDEN ROCK .613 SURFACE PREPARATION HORIZONTAL INCLINED .614 CONCRETE &SHOTCRETE STRUCTURECONCRETE STRUCTURE CONCRETE OVERBREAK 12'H/6'V REINFORCING STEEL ,615 SUPPORT &ANCHORS APPROACH ROCKBOLTS l'@ 15' .61C MECHANICAL TRASHRACKS/GUIDES BULKHEAD GATE GUIDES BULKHEAD GATES &FOLLOWERS INTAKE GANTRY CRANE INTAKE GATE EQUIPMENT MISCELLANEOUS ELECTRICAL .61D INTAKE BUILDING INTAKE BUILDING .7 SURGE CHAMBER .71 SURGE CHAMBER .711 EXCAVATION CHAMBER ROCK VENT SHAFT ROCK QUNHITY 99,000 201,600 12 ;100 58~()OO 14)500 1 ~'530 940 140 4 4 1 :l 4 J. i 153,BOO 2,300 UNITS Cy C"•T SF SF Cy CY TON E(.lCH SETS SETS SETE(.\CH Ef.lCH LS LS Cy rv1..., UNIT F'F;ICE '!;, 8.03 20+04 1.09 1.58 26871.5 165,85 1,419.80 365 r ~:;1 170,000.00 75,OOO~.00 275,000.00 1,250,000.00 910J000.00 :I,O(hOOO,OO 199,950,00 '18.61 324 y 15 MOUNT $.000 795 ,h040 -4}'83~:.) 1",~. 92 :1.05 3~8B8 254 1 ,33~; 5~,477 51. '"i..J.1. 680 300 275 1~250 3 ~.'640 100 6~2l~5 200 2()O ;;:..::;:---:::'_.::::;';'::::::'::. 16y913 79476 746 8,222 TOT;'~L $.000 REt1ARKS '~"1 .~~~C~-l ':-]:'"~""l·.'~""~-J ---~,",_---J ~1 1 SUSI1'NA ~IYDROELECTRIC F:RO,JECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date:1-MAR-82 file:DECOST.DAT;84 pa~e:20 Il'EM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMAF:KS ~: 'I'$000 -'Ii 000 i713 SlJRFACE PREPARATION SURFACE Pf~EP 6vl00 SF 1.09 7 .714 CONCRETE I SHDTCRETE 7 CHAMBER CONCRETE CHAMBER CONCRETE OVERBREAK REINFORCING STEEL 3"SHOTCRETE 2~StiOTCRf~'rE VEN1'SHAFT 2~SblO'rCRETE 1,300 140 65 39200 2r300 6,300 Cy CY TON SF SF C'C'..., 252+65 21.7.00 1,419.80 3.78 2.:59 2.59 328 30 92 12 6 :[6 .715 SUPPORT &ANCHORS CHAMBER ROCKBOLTS l'@ 25'HY ROCKBOLTS 1"@ 15' STEEL MESH STEEL SUPPORT VEN1'SHAFT ]~OC!<BOi ..TS 3/4 8 @ 6 1 S'fEEl.MES~[ 7'lr:: 600 2,':;400 70 400 1~300 EACHEACH SF TON E:,~}CH SF 613.40 365+51 2.88 ·6,294+~55 l62.50 3.1,3 485 445 219 85 441 lr.::u,~ 4 '717 DRAINAGE HOLES (IN CHAMBER CROWN)13 9 f..~:)O L.F l'"}11 ""1..,...~..,+..J; 1J258 "'-¥7~.:l,"", 333 ::':;;;;~:-:~:::::..::.:.:.:::.:.:::::.:.:;: 107305 rv 78.32 O'F} ~,\oJ.:...... CY 1.~.;4 •tll 6~905 --------- 7,727 SF 1.09 189 LS 80 ,t,OO.00 811. let 1 ;500 44,600 173f500 PENSTOC:<S PENSTOCKS •811 EXCAVATION TUNNELS ROCK HORIZONTAL ROCK INCLINED .813 SURFACE PREPARATION/GROUTINGSURFACEPREPARATION TUNNELS CONTACT GROUTING CONTACT GROUTING ;:)+1M .'eli \'1,.J ... 1 't ]~""'1 ~]---J '1"'1 1---;)"'~l ,. SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICANDEVILCANYON date 1-MR-82 file DECOST.DAT;84 F'a~iE~21 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS $$000 $000 CONSOLIDATION GROUTING CONSOLIDATION GROUTING 1 LS 221 n~.50.00 222------_.._- 491 .814 CONCRETE &SHOTCRETE CONCF:ETE UNER 17,600 CY 477.40 81402 CONCF-:ETE PLUG 10,000 CY 372.00 3,720 CONCRETE OVERBREAK 6"4,700 CY 34LOO 1~603 CONCRETE OVERBREAK PLUG 860 CY 341.00 ")O~..:..~.,j REINFORCING STEEL 18 TON J.,419.80 26 2"SHOTCRETE 19,100 SF '1 0:"(;,)49.i..+Jr _._...._-_........... 14,093 .815 SUPPORT &ANCHORSROCKFOlTSl'@ 25'100 Ef~ICH 613.40 61 ROCKBOLlS 1."@ 6'1,350 Ef~CI"1 162.50 219 STEEL I1ESH 86,800 SF 3.16 274 --------- 55::; ,818 STF;UCTURAL -HI SC ST..EELWORi( STEEL LINEF:2,000 TON 4,805.00 9,610 --------- 9,610 ::::;-;::::=:::::;;;:~;;;;;;'::::;: 32,,176 .9 TAILRACE WORKS .91 TAILRACE TUNNELS/PORTALS .911 EXCAVATION TUNNELS ROCK F'OF:TI~L OVERBUF:DEN ROCK .913 SURFACE PREPARATION TUNNELS TUNNEL POF:TAL HORIZONTAL INCLINED .914 CONCRETE &SHOTCRETE TUNNELS 329~300 40,000 21,000 582,000 400 2,700 CY CY CY SF SF SF 50.11 16y501 9.25 370 26.60 559-------_.... 17 y 430 1.58 920 1.09 °1.58 4--_...._---- 924 ·-'1 1 '1 ~...J '~~]-,r----]<-~-~,'~~,~:-']J 1 -] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMtRICAN DEVIL CANYON date:1-MAR-82 file:DECOST.DAT;S4 page:22 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE $ liMOUNT $000 TOTAL $000 REMAF:t\S CONCF:ETE LINING CONe OVERBREAK 6' REINFORCING STEEL 2 "SHOTCF;ETE F'Of(Tfii.. CONCRETE BASE SLABCONCF:ETE [,.,1f,lLLS CONe OVERBREAK 12"H/6"V REINFORCING STEEL .915 SUPPORT B ANCHORS TUNNELS ROCKBOLTS l'@ 12' ROCKBOLTS l'@ 9' STEEL MESH STEEL SUPPORT POF:TfiL ROCKBOLTS 1"@ 15' .91C MECHANICAL STOF'LOG GUIDES 31,700 CY 16,200 CY 13 TON 17,500 SF 100 CY 650 CY 50 CY 50 TON 3,160 ErICH 490 EriCH 291,000 SF 1")"1'1 TONL.tJ.:i.. 100 E/;CH 1 LS 217.00 155,00 1,419.80 2.59 320.85 320.85 232.50 19419.80 262.45 214.64 3.16 6,294.55 365.51 41,000.00 6,879 2,~;11 18 45 32209 P 71 9,777 829 105 920 b4t\O 37 3,351 41 41 :.::~:::~;:;;::;::.::=::::::::: 31,523 635,310 333 WATERWHEELS,TURBINES &GENERATORS .1 TURBINES &GOVERNORS .11 TURBINES &GOVERNORS .111 SUPPLY ,.112 I NSTrlLL .2 GENERAiGRS &EXCITERS .21 GENERATORS &EXCITERS (SUPPLY &INSTALL) .211 GENERATORS I EXCITERS 4 4 4 EACH 3,850,000.00 EACH 1,150,000.00 EACH 5,500,000.00 15,400 4,6(10 ___MN _-_._.__.._-- 20,000 22,000 =:-.:=====:=:-.: 22,000 42,000 J '~~-1 ~~.'."-..'):r"~~'J -~--1 ~'~~') . J ''._~...--~-. SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON '--,~-=--, date file page 1 1-MAR-82 DECOST,DAT;84 ~? ~~ ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS $}000 $000 334 ACCESSORY ELECTRICAL EQUIPMENT .1 CONNECTIONS,SUPPORTS &STRUCT. ,11 STRUCTURES .111 STRUCT (INCL BELOWI .12 CONDUCTORS g INSULATORS .121 GENERATOR ISOLATED PHASE BUS .122 HU POWER CABLES &ACCESS. .123 LV POWER CABLES &ACCESS. .124 CONTROL CABLES &ACCESSORIES .125 GROUNDING SYSTEM •13 CONDUITS &FITTINGS ,131 CONDUITS &FITTINGS .2 SWITCHGEAR &CONTROL EQUIPMENT .21 AUXILIARY TRANSFORMERS.211 AUXILIARY TRANSFORMERS .22 CIRCUIT BREAKERS .221 eIR BRKRS (NOT REQ'D) .23 SURGE PROT &GEN CUBICLES .231 SURGE PROT I GEN CUBICLES .24 SWITCHBOARDS .241 SWITCHBOARDS .25 AUX.POWER EQPT-INCL BAT .251 AUX.POWER EQUIPMENT .3 CUBICLES &APPURTENENCES .31 CONTROL,RELAY &METER BRDS ,311 CONTROL,RELAY &METER BOARD .32 COMPUTER CONTROL SYSTEM .321 COMPUTER CONTROL SYS (INCL IN 353) .33 SUPERVIS.&TELEMETER.SYS ,331 SUPERV &TELEMETER SYS eINel IN 3531 1 1 1 '1... iJ• 1 -4 1 1 1 1 LS 2,000,000.00 2,000 LS 1:r200?OOOt-OO 1;:200 LS 400,000.00 400 LS 600,000.00 600 LS 150,000.00 1;-50 LS 300,000.00 300 :::::::::::::::::::=::.::.::::::::: 4d.50 EACH 30,000.00 120 LS 310pOOOrOO 310 LS 720,{)OO.OO '720 L.S 220,000.00 220 ;;;::::::::::;;;:::::;'7.':':"~':':':';:~ 1,370 LS ?OOlJlJOO ..OO 700 ;;;;;;::;:;;;::;;~::;::~::;:::":: 700 .4 POWER TRANSFORMERS .41 POWER TRANSFORMERS .411 POWER TRANSFORMERS 13 EACH 380,000.00 4,940 ::::::::::.-::.:::::::::.::::.::: 49940 ·~l =·1 C~C] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON '·--'1 "--~l :~~'] date 1-MAR-82 file DECOST.DAT;S4 PBse 24 ITEM DESCRIF:"TrQN .SLIGHTING SYSTEM .51 POWERHOUSE &TRANS GALLERY t511 POWE:RHOUSE &TRANS GALLERY t52 ACCESS TtJNNELS &ROADS ~52:~ACCESS TUNNELS &ROADS .6 MIse ELECTRICAL EQUIPMENT .61 M SC,ELECTRICAL EQUIPMENT t61 MISC.ELECTRICAL EQUIPMENT .7 SURFACE ACCESSORY ELEe EQUIPMENT QUANTITY 1 1 ".. UNITS LS LS LS UNIT PRICE $ MO,OOO.OO 1.70,000,00 220yOiJO~tJO r:lt10UNT $000 660 170 :::::;;;;;'':;;::;:;,;;;;;:;;:;;;:;,;:; 830 220 :;;;;;;;:=.:;:::.::::.:::=:;;::~:: 220 TOTAL. $000 REMfl~:KS H'f.! ~/.I i'73 "J'1~ ....=~.i ...~ 4i16 KV &LV EQUIPMENT .711 SWITCHBOARD ,712 CABLES .713 AUX TRANSFORMERS DIESEL GENERATORS -STANDBY .731 DIESEL GENERATORS -STANDBY .74 EXTE:RIOR LIGHTING .741 EXTERIOR LIGHTING M~scq.C~'OWERPLANT EQUIPMENT 'I .~~tV J "'_;:;1';'"(..,,~l'""Tt."N'C'I r ll-'lj"lJ ~'.1.r'I\JA ,.I~II'",:'!$+'.l:l~'--UMI.:.EuF,CiCklD.11 STATION WHI~~SYSTEMS .111 STATION WATER SYSTEMS •12 FIRE PROTECTION SYSTEMS .121 FIRE PROTECTION SYSTEMS .13 COMPRESSED AIR SYSTEMS .131 COMPRESSED AIR SYSTEMS .14 OIL HANDLING SYSTEMS .141 OIL HANDLING SYSTEMS •15 DRAINAGE &DEWATERING .151 DRAINAGE &DEWATERING .16 HEAT,VENT &COOLING SYB.161 HEAT,VENT &COOLING SYS .17 MISCELLANEOUS .171 MISCELLANEOUS 1 LS 70,000.00 70 1 LS 220,000.00 220 i LS j.20,000.OO 120J. r;,EliCH 150,000,00 300.<- i LS 250,000.00 250... ;:;:::.:;::==::;:::::;:=:';;;:::; 960 13,670 'I LS 1,300,000.00 1,300... 1 LS 1,000,000.00 1,000 1 LS 1,400,000.00 1,400 '1 LS bOOO~OOO.OO 1,000... 1 Le·1,50(),000 •00 1,500,J 1 LS 1,200,000.00 1,200 1 L.S 900,000.00 900 ::::;:;;:=;:::,.7,:'~::::":;..o:.: 8,300 ~-'~1 c_ u 'J '~"'l ----']~~]--'~-'-1 r---]r_'-1 ~---1 '~'"'~-1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE--------------------- $ I~MOUNT $000 dah"1··rlf'iR-82 file DECOST.DAT;84 pase 25 TOTi'iL F;EMr~RKS $000 .2 AUXILIARY SYS -SURFACE FACS .21 AUX SYS -SURFACE FACS .211 AUX SYS -SURFACE FACS 1 LS 150,000.00 'j r.~('~ .L '-'.... •••_~"__M ••U __••_-------_. ISO .3 AUXILIARY EQUIPMENT .31 PbWERHOUSE CRANES .311 POWERHOUSE CRANES .32 ELEWITOF:S .321 ELEVIHOF:S .33 MISC.CRANES &HOIST .331 MISC.CRANES &HOIST .34 COMPENSATION PUMPS .341 PUMPS AND MOTORS .342 VAL.ljES .35 MACHINE SHOP EQUIPMENT .351 MACHINE SHOP EQUIPMENT .4 GENERAL STATION EQUIPMENT (INCLUDED IN MECHANICAL &ELECTRICAL SYSTEMS) '1"0 1 1 'i.:. -4 1 [PICH 900,000.00 lrBOO LS 230,000.00 230 LS 150,000.00 150 Et~CH 600~OOO.OO 1,:)00 EACH 70,000.00 280 L.S 200,000.00 200 :=:.-;;:.-::;::=:::..::::::.::::: 3,860 ':::;::;::;;:;;:;;::;-;;;:::;;;;::.-:: o .5 COMMUNICATIONS EQUIPMENT COMMUNICATIONS EQUIPMENT 1 LS 90,000.00 90 ~:;:':::;~-;:::::';;;:::::::::=: QI'>,v 12,400 336 ROADS .1 ROADS .12 SITE ROMSSITE ROM)S MA I NTHir-1NCE .13 TRANS DAM CROSSING TRANS DAM CROSSING (7.26 MILES) CLEARING 7 MILE 3',960,700.00 27,725 60 MI/YRS 91,247.77 5,475 ===:;:::::===.:::.:::: 33,200 45 ACRE 5,526.64 249 ~..-]'~'~'.J <~~~l-~-~-~1 ~~]~·1 ---I -'~-1 ----,--,~---i--~-]-~-~} SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date:1-MAR-82 file!DECOST.DAT;84 pasel 26 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS --------------------------------------------------------------------------------------------------------------- $$000 $000 WASTE EXCAVATION COMMON EXCAVATIONF:OCK EXCtlWiTION BORF~Ol~ NFS SUBBASE MATERIAL GRADE "A"BASE MATERIAL D-1 BASE MATERIAL A.C.SUF-:FACHIG GU~IRDR?IIL 10·r-UL I)EFTSH1.:)Io(r:if:'ES'~ TOPSOIL &SEED TRAFFIC CONTROL DEVICES Mf.lI NTENM1CE!'lAINTENr~NCE .14 PARKS HWY -DEVIL CANYON MAINTENANCE TRANSMISSION PLANT 350 LAND &LAND RIGHTS LAND &LAND RIGHTS(INCLUDED IN WATANA) 132,300 114,;:)00 121200 90,200 271960 15,260 6,370 5,830 2,640 1,785 1,785 29 3 "1 F 212 Cy Cy CY CY CY CY TON TON LF L.F L.F ACRE MILE MI/YRS 11 IlYF-:S 4.61 4,.03 13.82 5.77 8.07 16,.12 20.73 76.00 41045 27,"63 41.44 3¥453.44 17,268.62 13,000.10 11,000.74 610 461 169 520 226 246 132 443 109 49 74 100 52 91 91 ==.:.::==::::=:=::::: 31532 2,332 ~:;:.-::::::::==:;;;::;;:; 2,332 :::::==::=:;:=::; o 39,063 ° 352 SUBSTATION &SWITCHING STATION SUBSTATION &SWITCHING STATION STRUCTURES &IMPROVEMENTS .1 SWITCHYARD .11 SWITCHYARD 1 L.S 6,930,000.00 6,930 ;::::::=:::::==:;;::::-0':;::: 6,930 6,930 ·--..-~.J ~··1 ~~]-~._]~,·~--1 ~··~l~j ~~J --1 ·--:~l --~-] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON date 1-MAF:-82 file DECOST.DAT;84 :.:)a~:{E:.~27 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE d-.1 M'lOUNT $000 TOTAL. $000 F:EMriR~;S 353 SUBSTATION/SWITCHING STATION EOPT SUBSTATION/SWITCHING STATION EQPT ESTER WILLOW KNIK ARMUNIVERSITY WILLOW ENERGY MANAGE BYS IEMS) WATANA I DEVIL CANYON IN- PLANT MONITOR &CONTROL EOPT 1 1 1 1 1 LS 2,890,000.00 LS 7,050,000.00 LS 1~155yOOO+OOLS8,900,000.00 LS 1,213,000.00 2,890 7,050 1~1558,9()O ::::::::::.::::::::.:::::::::::--.:; 19,995 lr213 :;;:;~.~:::::::,~;-.:~:::;::..:;.~ 1,213 21~208 354 STEEL TOWERS &FIXTURES STEEL TOWERS I FIXTURES TOWERS (INCLUDING FOUND- ATION &HARDWARE)546 E{\CH 53J123+00.29 ~OO~; ;::;:;-;;::';:;;;:;:::.':;;:;::;:;;;;::'::: 29f005 29~005 356 CONDUCTORS &DEVICES CONDUCTORS &DEVICES CONDUCTORS SUBMARINE CABLES 359 ROADS &TRAILS ROADS &TRAILS (INCLUDED IN WATANA) 124 .~ -a,;:: MILE 100,175.00 EACH 7,291,700.00 12,422 21,875 :::=;;-;:;:~;;::::;;;;:::~::;:: 341297 :::::::::~::::::;'.:;::;:::.=;:;:.'" 34,297 o ~-~-]-~-~l -'-~~--1 ----~-) SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON -~----1"'-~-1 ----1 ---1---'------,-~-~-'"._-] date:1-1'fflR-82 file:DECOST,DAT;S4 paseS 28 ]--1 ITEM DESCRIPTION GENERf1l..F'LMH 389 LAND &LAND RIGHTSLAND&LAND RIGHTS (INCLUDED IN 330) 39Q STRU TURES &IMPROVEMENTS S RUCTURES &IMPROVEMENTSINCLUDEDIN331.2) 391 OFFICE FURNITURE/[Q IPMENT OFFICE FURNITURE EQUIPMENT(INCLUDED IN 39 ) 392 TRANSPORTATION EQUIPMENT TRANSPORTATION EQUIPMENT (INCLUDED IN 399) 393 STORES EQUIPMENT STORES EQUIPMENT (INCLUDED IN 399) QUANTITY UNITS UNIT PRICE $ AMOUNT $000 ~;~=::.::::==:== o ;::==;;:;::;:::::::::.:.;-;; o =::::=::::=.::;;=.:::::: o :;~::::;::::::::::===::=.:::: o :::==:::::;;;:;~=:= o TOTAL $000 o o o o o REMARI\S ~-~~"~1 --~l ~---l ---~,~~-1 --1 "~"--l --~"-1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON 1 1 --:--1 -----1 ~--~l ----~-1 -h-~-l date l-MAR-82 file DECOST.DAT;S4 page 29 l '1 ITEM DESCRIPTION QUANTITY UHrTS UNIT PRICE AMOUNT TOTAL REMARKS 394 TOOLS SHOP &GARAGE EQUIPMENT TOOLS SHOP I GARAGE EQUIPMENT (INCLUDED IN 399) 395 LABORATORY EQUIPMENT LABORATORY EQUIPMENT (INCLUDED IN 399) 396 POWER OPERATED EQUIPMENT POWER OPERATED EQUIPMENT (INCLUDED IN 399) 397 COMMUNICATIONS EQUIPMENT COMMUNICATIONS EQUIPMENT(INCLUDED IN 399) 398 MISCELLANEOUS EQUIPMENT MISCELLANEOUS EQUIPMENT (INCLUDED IN 399) $$000 ::::.:::.:..::;;::;-;==;;;:::= o :...::;:::::::::::::;';:::::,~;:;; o .:.::::::.:::;:::;:::;.:::::=:=: o :::===:::::::::::::::::; o ;;;;::;:::::.::::::::.:::::::.::::::: o $000 o o o o o 1 ~~'1 ~'-1 ,.,'~']~-'c'l --'~l ")-'--1-~~1 ~-1 ~-')~'-'-]-~)-1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICANDEVILCANYON date t l-MAR-82 file:DECOST.DAT;84 pase:30 ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE $ AMOUNT $000 TOTAL $000 RErj(~RKS 399 OTHER TANGIBLE PROPERTYOTHERTANGIBLEPROPERTY OTHER TANGIBLE PROPERTY INDmECT COSTS 61 TEMPORARY CONSTRUCTION FACILITIES TEMPORARY CONSTRUCTION FACILITIES (INCLUDED IN DIRECT COSTS) 62 CONSTRUCTION EQUIPMENT CONSTRUCTION EQUIPMENT (INCLUDED IN DIRECT COSTS) 1 LS 5,000,000.00 5,000 ::::=::::.:..-;;:::::::::==::::: 5,000 :::::::::::::::::;:::::::::~~ o ::::::::===::::::; o 5rOOO o o 63 MAlN CONSTRUCTION CAMP .1 MAIN CONSTRUCTION CAMP .11 SITE PREPARATION CLEARINGCLEARING INSTALL GRANULAR PAD INSTALL GRANULAR PAD CONSTRUCT ROADWAYSMAINROADSINCAMP [34'] CONNECT.RD.TO ACCESS RD. SECONDARY RD [24'] DRAINAGE 57 301,800 3,950 7,200 300 ACRE CY LF LF LF 11,786.00 7.23 28.53 203.76 26.92 672 2,182 113 1,467 8 ~~---1--~':-,~--l----1---]--~~l ~~--]-C~-,.~---1 --l---~l ,---'J ] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE r:triOUNT date l-MAR-82 file DECOST.DAT;84 pase 31 TOTtIL REN(:IF:KS --------------------------------------~------------------------------------------------------------------------ BACHLR DORMS-lOB MAN CMPLX 13 BACHLR DORMS-MGMNT-TYPE A 4 BACHLR DORMS-MGMNT-TYPE B 5 GUEST HSES-1 EA OWN/MGR/CON 2 CAMP MANAGER'S OFFICES 2 STAFF CLUBHOUSE 1 DINING HALL 1 RECREATION BUILDING 1 GYMNASIUM 1 SECURITY OFFICE 1 SOILS/MATERIALS LABORATORY 1 MAINTENANCE BUILDING 1WAREHOUSE-MANAGERS 1. WAREHOUSE -FOOD SERVICE 1 COMMUNICATION BUILDING 1 HOSPITAL 1 ICE RINK 1 BANK 1. STORE 1 LAUNDRY 1PERMAWALK 6 FEET WIDE 300 10 FEET WIDE 1,420 HICH 244,415.00 3,177 EriCH 80,910.40 324 E,~CH 69,954.81 350 E(.lCH 86,986.00 174 EACH 36,478.00 73 EACH 185,640.00 18t.. E{\CH 1,686,040.00 1,686 E(iCH 680,120.00 681 E(ICH 1r548,360.00 1 !i548 E{'lCH 203:;864tOlj 204 HiCH 450,160.00 450 EACH 402,560.00 403H\CH 964,920,,00 9 ,,-O~I E(ICH 6:iO 'J 760 t 00 651 HICH 37,454.40 37 EACH 1,293,932.00 1,294 EriCH 2,039,456.00 2,039 EACH 158,692,00 1.59 E(.ICH S'4d84.00 94 EACH t14~721iOO 65 LF 51~13 15 LF 79~55 113-_......_.................... 14,c)88 DITCHING CULIJEF:TS PERIMETER FENCING PERIMETER FENCING PARKING {'\F:EAS INSIDE C(1MP PARKING LOT -OUTSIDE CAMP ELECTRIC PLUG-INS -IN CAMP SITE REHABILITATION SITE REHABILITATION .12 BUILDINGS .1.3 UTILITIES .131 (.)fiTER SUPPLY SYSTHi INTAKE POOL &CRIB IN SUSITNA RIVER PUMP STATION 400 GF'rl 26,900 640 6!,200 18,500 2 250 57 1 1 LF LF LF SF (ICF;E E(ICH ACf\E LS Iei.......1 $ 2.91 28+85 16.32 0+50 11,O,OS5.30 93~72 8,257.30 26,515.66 163,300,00 $000 78 18 101 9 ·""1L...) 1')7 ~-...I 471 5,166 27 163 $f',{'lIn.VvV ---1 ~"~~l ::-,~-"l:'-l -'~-'J SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON ---,--,\~-'l r---l-~]--'·l "-] date:1-MAR-82 filet DECOST.DAT;S4 pase:32 ITEM DESCRIPTION QUi-INTITY UNITS UNIT PF:ICE AMOUNT TOTAL REMAFi:KS ----------------_._-------~._--------_._----------------------------_._----------------------~--------------------- $$000 $000 BOOSTER PUMP STATION 400 GPN 1 LS 81,224.00 81 SUPPLY LINE4!l 9,000 LF 36.04 324 HEAT TRACING &INSULAT 4 lil 9,000 LF "1 J C::"1 239..:..0 i \oJ>,.} UTILIDORS UTILIDORS 4,500 LF 76.86 346 TRUiTMENT PU~NT f f:::1GD j LS 896,SOl.00 897.L PESEf\~I)OI F~S i?OO Y 000 GALLONS j,ErlCH 212,010.00 212 5009000 GfiLLONS 1 Et~CH 117,789.00 118.L PUr-iF STf.1 TI ON 4000 GP1'l 1 LS 48,760.63 49 CAMP DISTRIBUTION SYSTEM DISTRIB LINES -BURIED 10"800 LF 77 .01 "")~~ iJ n 240 L.F 67.61 16I,'L ,100 LF 58.48 6.., DISTRIB LINE UTILDOR PIPING 10!DI 1,800 LF 61.94 111 C.\II nr 2')300 LF 52.55 12l\,;l..'... 6'IiI 1,300 LF 41.05 53 .:1"Dl 1,380 LF 35.71 49 HEAT TRACING &INSUL 10·PIPE 29600 LF 45;23 118 8·PIPE b:i40 I..F 33.30 8'"..\ 6"PIPE ldOO LF 29.34 41 4'PIPE 19380 LF 26.53 37 PIPE FITTING:3 HYDF:i~lNTS 12 EA 11550.64 19 W~L.VES 1 I..S 8,520+00 9 UTILIDORS UTIUDOF:S 6,780 LF 76.86 521 r.l32 SEWt1GE COLLECTION SYS-UTILIDOR PIPING12'PIPE 2,800 LF 101.39 284 10·PIPE 400 LF 79.01 -'"),,"'- 8'PIPE 2?200 LF 51.45 113 6"PIPE 2,300 LF 4L05 94 4'PIPE :lJ 580 LF 36.42 58 HEAT TRACING &INSUL 'I .-j ii 2,800 LF 51.99 1·46J..f .. ~----1'--1 )~---1 "-----}.---1 '---l-~--~---1 ---J 1 ------, SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICANDEVILCANYON. ITEM DESCRIPTION QUANTITY UNITS UNIT PF:ICE I~MOUNT dBte:l-Mf.1R-82 file:DECOST.DAT~84 pase:33 TOTAL REMARKS _________________________________________~~_._..'.M _._ 10' S" 6" 4" TREATMENT PLANT SlUMMING Tf1NI\LAGOONS (1 @ 385'x 205'&1 @ 280'X 155 ') ROTATING BID CONTACTORS PHYS/CHEM UNITCL,;RIFIER DISINFECTION HEAT PUMP THICKENERFILTERPF:ESS DRYING BEDSBUILDING CONTROLS/INSTRUMENTATIONPIPING,VALVES,&FITTINGS LABORATOW( OUTFI'iLL OUTFALL LINE (10")OUTFALL STRUCTURE UTILIDORS UTILIDORS .133 ELECTRICALGENERATING STATIONS BUILDING GENERATORS (850 KW) DAY TANK FUEL STORAGE TANK SUBSTATION DISTRIBUTIONDISTRIBUTION LIGHTING POLE MOUNTED LUMINAIRS FLOOD LIGHTS .134 CAMP HEATINGFUELOIL DISTRIBUTION .135 FIRE PROTECTION FIRE HOUSE FIRE HOUSEFIREALARMSYSTEM FIRE ALARM SYSTEM SPRINKLER SYSTEM MESS HALL 400 2,200 2,300 1,580 1 2 3 1 1 1 1 1 1 1 1 t 1 4,200 1 1,100 1 2 1 1 1 1 24 15 1 1 1 1 LF LFLF LF EACH Er~ICH EACH EACH Er~CH EACH EACH E(~CH EACH E(~CH Er~CH LSLS EACH LFEACH LF E~ICH EACH EACH Ef"lCH EACH LS EACH EACH LS LS LS LS $ 45.23 33.30 29+3-4 26.53 29,233.10 208,898.00 98,268.19 77,603.89 146,920.00 77,603.89 11,300.00 86,720.72 85,590.72 73,022,,86 232'1365+00 101,511.00 287r133.00 31,075.00 84.87 162,303.00 64.41 44,934.40 178,274.00 3,668.50 173?189.00 97,933.71 219?052,00 1,507.42 565.00 240,096.00 286,960.00 192,453.00 13,542.00 $000 18 73 67 42 ·-)0 ,;.,/ 418 295 78 147 78 11 87 86 73 232 102287 31 356 162 71 45 357 4 173 98 219 36 8 240 287 192 14 $000 -1 -~----]-~-1 ~,-··--1 :CC~--l ~~,-.··~l ~--~1 ~...]-~-1 ]-l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON ITEM DESCF~IPTION QUiiNTITY UNITS UNIT PF:ICE $ AMOUNT $000 date l-MAR-82 file DECOST.DAT;84 pase 34 TOTAL.REMARKS $000 HECREATION HF1LL 1 LS HOSF'IH1L 1 LS SCHOOL 1 LS .136 TELEPHONE SYSTEM TELEPHONE SYSTEM CAMP (WIRE)1 L.S MI CF:OWf~lJE 1 LS .137 TV/RADIO STATION TV/RADIO STATION 1 LS .138 SOLID WASTE FACILITY SOLID WASTE FACILITY 1 LS.139 PETROLEUM STORAGE FACILITY GARAGE/MAINTENANCE BLDG GARAGE/MAINTENANCE BUILDING 1 EiKH T~~~·WS50,000 GAL 4 EACH 100,000 GtlL 10 EACH E(iF;THWOF\J\ CLEARING &GRUBBING 6 ({CRE BEF:tiS 20,000 CY PIPING PIPING 1 LS FUEL STiHIGN FUEL ST;~TION 1 Ie,-,J 27,084.00 27 7,583.52 810,289.48 10 363,548.00 364 684,254.00 684 155,833.00 156 78,859.70 79 239,360.00 239 23,667.14 95 42,600.00 426 20,041.88 120 27.59 552 154,767.00 155 307,519.00 308 12,066 ~.:::.:~~=::;=::::;:- 31,920 "MAIN CONSTRUCTION VILLAGEEo"'::' .21 SITE PREPARATION CLUIF:ING CLEf-IRING 62 ACRE 11,926.58 739 INSTALL GRANULAR PAD INSTALL GRANULAR PAD 300,000 CY 7.17 2,151 SITE REHABILITATION SITE REHABILITATION '''l ACF:E 8,358.12 5180"-CONSTRUCT ROADWAYS MAIN ROAD 34'WIDE 2,300 LF 28.33 65 SECONDARY ROADS 24'WIDE 12,600 LF 27.11 342 CONNECTION TO ACCESS RD 34'4,000 LF 223.56 894 DRAINAGE DITCHING 37,600 LF 2.95 111 CULVERTS -170 LOTS 3,950 LF 28.76 114 PERIMETER FENCING PERIMETER FENCING 7,100 LF 16.32 116 >"'-,~~-"1 ~~~]~,".,~~}--~-l --]~"~1 ""C] SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CANYON "'~]O-l --'}---] date l-t'1AF:-82 file DECOST.DATi84 page 35 ] ITEM DESCRIPTION F'AF:!GNG r-IREI~S PARKING flREASELECTRICALPLUG-INS ,,22 BUILDINGS SINGLE FAMILY UNIT - 2 BDRM SINGLE FAMILY UNIT -3 BDRM SINGLE FAMILY UNIT -2 BDRM SINGLE FAMILY UNIT -3 BDRM SINGLE FAMILY UNIT -4 BDRM SCHOOL GYMNASIUMSWIM/'1ING POOL RECREATION CENTER STORE GAS STMION QUtlNTITY 37,500 25 36 92 9 9 9 1 1 1 1 1 1 UNITS SFEACH EACH EACH EACH EACH EACH lS lS lS LS lS LS UNIT PF~ICE $ 0.50 93.72 22,826,20 23,338.60 35,550.80 36,282.80 40,638,20 584,040.00 452,880.00748,()OO.00 651,712.00 587,520,00 232,084.00 AMOUNT $000 19 .-) <.. 5,071 0"1'')u..:."'- 2,147 320 '7~7W£.-J 366 584 453 748 652 588 232 TOTrll $000 REriARKS .23 UTILITIES .231 WATEr: SUPPLY LINE 4"\..'PUMP STATION 3500 GPMRESERVOIR<800,000 GAL) DISTRIBUTION SYSTEM DISTRIBUT LINES-BURIED 10"DI 8'DI 6'DI DISTRIBUT lINES-UTILIDOR 10' 8' 6" HEAT TRACING &INSUlAT 10"PIPE8"PIPE 6'PIPE VflLVES 10",8",&6'HYDRANTS HYDRANTS .232 SEWAGE COLLECTION SYSTEM 7,237 <1,900 FT 38.33 188 1 E(~CH 86,194.'JO 86 1 EtlCH 181,767.00 182 553 LF 77 .01 43 198 IF 67.38 13 169 LF 58.49 10 3,650 LF 60.80 "l""l..:..,;,.~. 2,250 LF 52.55 118 1,850 LF 41.05 7 'Itl 4,23'J LF 45t23 191 2,448 LF 33.44 82 2,019 LF 29.34 59 1 lS 13,177 .60 13J. 21 EACH 1,549.22 33 ,-~-~·1 ~J-~~~~'~~--]""~-}---1 '~~-1~--··1 -~-1 ~~'-J'-"']")J SUSIiNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICANDEVILCANYON date:l-M(.lR-82 file:DECOST.DAT;84 pase:36 ITEM DESCRIPTION QUANTITY UNITS L1NIT PF:ICE MOUNT TOTAL REMARKS ---_.._----------------------------------_._-------------------------_._---------------------- $$000 $000 PIPING :l2'PIPE 10"PIPE 8"PIPE 6·F'IF'E HEAT TRACING I INSULAT 12 11 PIPE 10"PH'E 8"PIPE6"(:',.PEPUMPING,I,SYSTEM F'UMP SHITION 6·FOF:CE ri~l IN UTILIDORE;MAIN RUNS IN VILLAGE STREET CROSSING 50 LF EAPUMPSTATOTREATMENTPLANT ~TI JBS 'TO HOUi.:1:"l OT'~§tb~t to BUIrtI~GSu .233 INTEGRATED OFIFCE AREA DWNER!MGRS OFFICE ,23/1 ELECTRIUIL.GENERATING STATIONS BUILDING GENERATORS 850 KW DAY Tt-\Nr~S fUEL STORAGE TANKS SUBSTATIONS WITH WIRING DISTRIBUTION DISTPIBUTION .235 FIRE ALARM SYSTEM FIRE ALARM SYSTEM ,236 TELEPHONE SYSTEM TELEPHONE SYSTEM ,3 CAMP CREDIT SALVAGE VALUE FOR BUILDINGS EQUIPMENT,&UTILITIES 100 LF 79,01 8 450 LF 61,83 28 2,200 L.F 51.42 113 3,950 LF 41.05 162 100 J ~~51.99 5I.,. 450 LF 45.23 20 2~2"O LF 33.30 73 3,950 L[."29.34 116,I 1 LS 81,792.00 82 10,050 LF 41.05 413 6,800 LF 77.40 526 900 LF 77.40 70 ~~y 500 LF 80.94 445 3,400 LF 77 .40 263 150 LF 77.40 12 1 LS 426,683.00 427 1 EACH 44,934.40 45 '1 EACH 178,274.00 357... 1 EACH 3,1:l6.30 3 1 Er~CH 173,615.00 174J. 1 E(.lCH 97,921.28 98 1 LS 125,660.00 126 1 LS 17,303.26 17 1 LS 169,580.00 170--....__...._-- 5,067 ::;;':'.::'.:-:;:::-:=~::::;:::;; 17,376 1.LS -2,500,000.00 -2,500 ::::::::;;:;;:::;;::::=:;:::::;: -2,500 ~-1 -----l ~~---J>~--),---1 ---1 --]-1 ----)-1 SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CriNYON date 1-MAR-82 file DECOST.DAT;84 pa1e 37 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS .4 PERMANENT TOWN PERM(.INENT TOWN 1 $ lS 2,139,997.00 $000 2d40 :-.;.::;:;;;;::::::.,,:;:::,:::.::::.::::: 2,140 $000' .5 CATERING &SUPPORT CATERING &SUPPORT 1,690,000 MANDf'W 67.00 113,230 :::::::-:.:-..::::;;=;:~::~;;::~ 113,230 .6 ELECTRIC POWER .61 34.5 KV SYSTEM .611 TRANSFORMER STATION .612 DISTRIBUTION SYSTEM 1 1 LS 733,104.00 LS 1,367,100.00 733 b367 .62 CONSTRUCTION CAMP POWER .621 CONSTRUCTION CAMP POWER .63 CONSTRUCTION POWER .631 CONSTRUCTION POWER 140,300 50,000 MWH MWH 70.00 70.00 2,100 9,821 9,821 3,50'0 3,500 :::::::=~;;=:;;:;:;;;;';::::: 15,421 .7 CONSTRUCTION HEATING &VENTIL.71 HEATING &VENTILATION PbANT.711 HEATING &VENTILATI N PLANT 1 LS 2,464,500.00 2,465 .72 HEATING &VENTIL OPERATION .721 HEATING &VENTIL OPERATION 64 LABOR EXPENSE LABOR EXPENSE (INCLUDED IN DIRECT COSTS) 1,870 DAY 4,056.35 2,465 7,585 i,585 ~;=~~::::':::::'::::;::'::::: 10,050 :::~=::::===~::.::::~-:::::o 187,637 o --~-)'--~J '--'-'1 n-~-'l ,"'----')-'.e'l t.-'--.')••c-,"'~-"1 '-~--),----.--,&'----1 t-~---l ,~~-j P--~)!--~l SUSITNA HYDROELECTRIC PROJECT FEASIBILITY STUDY ESTIMATE -ACRES AMERICAN DEVIL CM~YON date:1-MAR-82 file:DECOST.DATi84 page:38 ITEM DESCRIPTION QUANTITY UNITS UNIT PRICE AMOUNT TOTAL REMARKS ----------------~---------------------------------------------------------------------------------------------- $$000 $000 65 SUPERINTENDENCESUPERINTENDENCE (INCLUDED IN DIRECT COSTS) =:-.::=:===;::;::::~: o o 6t,INSURI~NCE INSUR~lNCE (INCLUDED IN DIRECT COSTS) :::::::::.:====;:::-..: o o 69 FEES FEES (INCLUDED IN DIRECT COSTS) SUBTOTAL CONTINGENCY SUBTOH1L 71 ENGINEERING 7?LEGtlL EXPENSES.~ 75 TrlXES 76 ADMINISTRATIVE &GEN.EXPENSES 77 INTEREST 80 EARNINGS/EXPENSES DURING CONSTR. TOTAL PROJECT COST 17.5 i. 12 .~i :r. 0.0 i: 0.0 i. 0.0 % 0.0 % 0.0 % ~::;:=::::::.::::::.:::=::; 0 0 -_......_-_...._- 1,119,686 195,945 --------- 195,945 164,454 0 INCLUDED IN 71 0 NOT APPLICABLE 0 INCLUDED IN 71 0 NOT INCLUDErt 0 NOT INCLUDED --....-...._~..-....._........._........_-- 1,480,085 - r -I t 1"'" I i -~.I' \IL, 'i'1I ', nii t i ,I"" IT :o iIl'I 1'iI ' r APPENDIX C3 CONSTRUCTION MANPUWER FORECASTS Manpower forecasts for both Watana and Devil Canyon Developtlents have been included in the following attached formats: -Figure C3.1 -Watana Manpower Loading Curve; -Figure C3.2 -Devil Canyon Manpower Loading Curve;and -Table C3.1 -Watana and Devil Canyon Construction IVianpower Forecasts. The curves for manpower loading were developed fran the cash flow estimates. The curves include all manpower forecasted for the construction phase.All management,camp,and construction manpower required for access,camps,power facilities,and transmission facilities work is included.Manpower for offsite activities such as engineering,procurement,manufacturing,and shipping to Gold Greek are not incl uded. C3-1 f "'~ //\ /~ - I , /\ l---//, ~f--- /\-... ~ , "I/" 305 3.0 c;;2.5 S ~ l5:g 2.0 ~:z: .!:: :i 1.5 ~a. ~ 2 ~1.0 :J Z Z 'l( :00: 'l( ~0.5 o 1982 1983 1984 -=-:) 1985 cc~J 1986 1987 ] 1988 1989 (YEAR) ':"~~~J 1990 1991 ~-] 1992 '-'-~OJ 1993 ] 1994 1 1995 1996 J WATANA MANPOWER LOADING CURVE FIGURE C3.1 lil - ,.... I ri; ~.i r:I ' \ r \ r i l /V v~ I \ \~ '\, \f\. \. :g o N 0 0 N 0 0 0 N 01 01 01 UJ>a:: ::::l CD U 01 ~Zel ir OZ>-- C zO UJ t3C5~..J....::!a::01~>UJ UJ~00 Q. Z« III :::l!E 01 ~ 10 01 ~ .- 01 ~ ~!' I ( q I') "!q "!q 10 N N ci (SNOSH3d ~SONYSnOH.1)Y3oW>c1N"",,,nNNl')I"3d 01 010- ,.... r l r r l r L i I r r !""'!i I C : ".r TABLE C3.1:CONSTRUCTION MANPOWER FORECASTS Watana Devil Canyon MANAGEr-ENT: -Construction Manager 250 120 -Owner 30 20 -Other Agencles 30 10 310 150 CAMP OPERATIONS: -Caterlng and Housekeeping 180 100 -Maintenance 130 90 -Transport 30 10 -,Dthe r Se rv ices 190 130 530 330 CONSTRUCTION: -Trades 2,090 990 -Supervision/Administration 550 260 2,640 1,250 3,480 1,730