5. annexure c cost estimate

8/18/2019 5. Annexure C Cost Estimate

1/35

S

Costing Section

ANNEXURE - C

DASU HYDROPOWER PROJECT

Detailed Cost Estimate

Code Description Unit !antit"

#$$ Direct Costs

%$$ Reser&ior and Dam

'$$ Di&ersion T!nnels Ci&il Wor(s

305 Portal Excavation 579,938 13.23 7,73 3,37

310 "iversion #$nnels %12 & x 20 & "-Sha'e( & 1,751 15,75.32 27,05 12,1!

315 Concrete in Portals 9,78! 235.03 1,!01 7,21

320 Concrete in #$nnel )inning 5,079 301.3! 19,11 8,29

325 Concrete in #$nnel Pl$gs 11,38 158.81 1,8!8 813

3!5 *einforcing Steel #onne ,7!3 2,87!.27 19,381 8,528

350 +nstr$&entation to serve *oc /ove&ents ).S. 1 3,000,000.00 3,000 1,320

S$-total 95,519 !2,028

!0 38,208 1,811

Section #otal 133,727 58,839

)$$ Di&ersion T!nnels *ec+anical E,!ipment

!05 +ntae Sto'logs Set ! 833,320 3,333 1,!7

!10 E&ee Parts for +ntae Sto'logs Set ! 271,0! 1,08! !77

!15 )ifting ea& for +ntae Sto'logs o. 1 8,050 8 !

Unit PriceUS

Total Amo!nt.US X #/$$$0

1ocal.US X #/$$$0

2orei.US X #

&3

&3

&3

&3

Other Items (Shotcrete, Rock Bolts, Base plates, Threading, Nuts,Drain holes etc)


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Costing Section


Code Description Unit !antit" Unit PriceUS


1ocal.US X #/$$$0

2ore.US X

S$-total !,!25 1,9!8

ther +te&s 10 !!3 195

Section #otal !,88 2,1!3

4$$ Starter Dam U5S

505 "$&'e +&'ervio$s fill %4one 1( 2,500 12.55 31 17

510 *ocfill %4one 3( 17,500 3.00 53 29

515 S&all *oc #ransition %4one 3( 5,000 19.11 9 53

S$-total 180 99

ther +te&s 5 9 5

Section #otal 189 10!

6$$ Starter Dam D5S

05 "$&'e +&'ervio$s fill %4one 1( 2,175 12.55 27 15

10 *ocfill %4one 3( 15,225 3.00 ! 25

15 S&all *oc #ransition %4one 3( !,350 19.11 83 !

S$-total 15 8

ther +te&s 5 8 !

Section #otal 1! 90

&3

&3

&3

&3

&3

&3


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Costing Section




1ocal.US X #/$$$0

2ore.US X

7$$ Upstream Co88er Dam

705 6arfill 21,931 9.! 15,08 8,287

710 Concrete in acing Sla 0 259.!7 0 0

715 *einforcing Steel #onne 0 2,87!.27 0 0

720 )ength of Consoliation ro$tings & 0 !9.52 0 0

725 "eatering : ;ater Control ).S 1 8,358.3 8 37

730


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Costing Section




1ocal.US X #/$$$0

2ore.US X

#$$$ Dam 2o!ndation E=ca&ation

1005 Co&&on Excavation 137,800 5.98 82! 379

1010 *oc Excavation in $t&ents 701,3!3 9.58 ,719 3,091

1015 "eatering : ;ater Control ).S 1 !,000,000.00 !,000 1,8!0

S$-total 11,5!3 5,310

ther +te&s 5 577 2

Section #otal 12,120 5,57

##$$ 2o!ndation Treatment

1105 Clean$' : Pre'aration rea 52,05! !1.!2 2,15 970

1110 $t&ent aller= Excavation & 1,59 2,529.8! !,038 1,817

1115 Concrete in alleries 90 3!5.08 331 1!9

1120 *einforcing Steel #onne 58 2,883.10 17 75

1125 "rilling of ro$t C$rtain 6oles & !2,12 89.13 3,758 1,911130 "rilling of Consoliation ro$ting 6oles & 13,37! !9.52 2 298

1135 "rainage C$rtain > 5& interval & !2,12 237.9 10,021 !,509

11!0 Pacer sse&lies Each 8,!32 17!.31 1,!70 2

11!5 P$&'ing Ce&ent ro$t #onne 2,08 1,159.81 2,398 1,079

1150 "rainage S=ste& ).S. 1 50,000.00 50 23

S$-total 25,051 11,273

ther +te&s 10 2,505 1,127

Section #otal 27,55 12,!00

&3

&3

&2

&3


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Costing Section




1ocal.US X #/$$$0

2ore.US X

#%$$ *ain Dam >od"

)/%);/'$)

1205 /ain o= loer 'ortion %*CC( 1,172,383 9.! 81,!3! 28,501.9 5

1210 /ain o= &ile 'ortion %*CC( 1,958,50! 70.29 137,3 !8,182.1 8

1215 /ain o= to' 'ortion %*CC( 990,088 85.53 8!,82 29,38.7 5

1220 Enriche ro$t *CC %ace 1&( 128,329 102.91 13,20 !,22.1

1225 eotechnical +nstr$&entation ).S. 1 1,00,000.00 1,00 50.0

S$-total 318,585 111,50!.8 20

ther +te&s%Conv. concrete in alleries, "rain holes etc( 15 !7,788 1,725.7 3

Section #otal 3,373 128,231 2

#'$$ Spill:a" Ci&il Wor(s

1305 Pl$nge Pool ll$vial soil Excavation 3!!,10 5.35 1,8!! 1,1!3

1310 Pl$nge Pool *oc Excavation !5,9!8 13.23 08 3771315 Concrete in Slas : $cets 123,!2! 195.81 2!,18 1!,98!

1320 Concrete in gees 7!,21 197.02 1!,31 9,071

1325 Concrete in ;alls 22,331 220.52 !,92! 3,053

1330 Concrete in Piers : riges 5!,73 2.37 1!,580 9,0!0

1335 *einforcing Steel #onne 3,27 2,87!.27 10!,2!1 !,29

S$-total 1!,99 102,297

ther +te&s 10 1,500 10,230

Section #otal 181,!9 112,527

m'

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3


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Costing Section




1ocal.US X #/$$$0

2orei.US X

#)$$ Spill:a" *ec+anical E,!ipment

1!05 Sets 3,137,32 18,82! 1!,118.0 !

1!10 Sto'logs Sets 1 1,81,!00 1,81 1,20.81!15 E&ee Parts for Sto'logs Sets 151,35 910 82.5

1!20 )ifting ea& o. 1 22,812 23 17.3

1!25 ;ave "eflector o. 1 72,!3 72 5!.0

1!30 antr= Crane o. 1 2,039,88 2,0!0 1,530.0

S$-total 23,550 17,2.

ther +te&s 10 2,355 1,7.3

Section #otal 25,905 19,!29

#4$$ 1o: 1e&el O!tlets Ci&il Wor(s

1505 Concrete in +ntaes : $tlets 15,995 229.9! 3,77.9 2,280.3

1510 Concrete in )inings 57,758 290.95 1,80!.7 10,!18.9

1515 *einforcing Steel #onne !,!25 2,87!.27 12,718. 7,885.5 !

1520 Steel )iners #onne 5,0!8 7,1!.19 3,07!.0 22,35.9 1

S$-total 9,275.2 !2,950. 2

ther +te&s 5 3,!3.8 2,1!7.5

Section #otal 72,739 !5,098

*aial ates co&'lete ith 6=ra$lic 6oist, Controls ithE&ee Parts

&3

&3


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Costing Section




1ocal.US X #/$$$0

2ore.US X

#6$$ 1o: 1e&el O!tlets *ec+anical E,!ipment

105 Sets 7 1,03,571 11,225.0 8,!18.8

110 Sets 7 1,527,082 10,89. 8,017.2

115 verhea #raveling Crane for reg$lating an a$r ates o. 1 1,382,157 1,382.2 1,03.7

120 Sets 7 1,89,!52 11,82.2 8,89.7

125 verhea #raveling Crane for Service ates o. 1 52,13 52.2 !89.2

S$-total 35,775.2 2,831.

ther +te&s 10 3,577.5 2,83.2

Section #otal 39,353 29,51!.8

#7$$ Po:er ?eneration 2acilities

#9$$ Po:er @nta(e Ci&il Wor(s

1805 *oc Excavation 1,0!0,!23 13.23 13,7!.8 7,020.0

1810 Co&&on Excavation 183,0! 5.35 982.3 501.0

1815 Concrete in Poer +ntaes 18,781 290.95 5,!!.3 2,78.8

1820 *einforcing Steel #onne 1,315 2,883.10 3,791.3 1,933.

S$-total 2!,002.7 12,2!1.! 1

ther +te&s 5 1,200.1 12.1

Section #otal 25,203 12,85!

*aial ates co&'lete ith 6=ra$lic 6oists, Controls anE&ee Parts

a$r ates co&'lete ith 6oists, Controls an E&ee'arts

Service ates co&'lete ith 6=ra$lic 6oists, Controls an

&3

&3

&3


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Costing Section




1ocal.US X #/$$$0

2orei.US X

#;$$ Po:er @nta(e *ec+anical E,!ipment

1905 Set 8 2,!35,550 19,!8! 5,8!5

1910 Service ates Set 2 1,018,502 2,037 111915 E&ee Parts for Service ates Set 8 330,107 2,!1 792

1920 #rashracs ith E&ee Parts Set 2! 391,835 9,!0! 2,821

1925 #rashracs Cleaning /achine o. 1 771,592 772 232

1930 antr= Crane o. 1 2,030,295 2,030 09

S$-total 3,38 10,910

ther +te&s 10 3,37 1,091

Section #otal !0,005 12,001

%$$$ Hi3+ Press!re Po:er T!nnels

2005 6ori@ontal Anline #$nnels %"ia 8.5 &( & 2,17 8,22.!8 17,827 8,557

2010 Bertical Anline #$nnels %"ia 8.5 &( & 8!8 12,320.23 10,!!8 5,015

2015 ate Shaft *oc Excavation & 832 2,500.00 2,080 998

2020 ate Shaft Concrete 13,528 189.1 2,55 1,231

2025 Concrete in )inings !2,2! 301.3! 12,8!! ,15

2030 *einforcing Steel #onne 3,931 2,883.10 11,333 5,!!0

2035 Steel )iners #onne 3,73 7,1! 2,2!7 12,599

S$-total 83,3!! !0,005

ther +te&s 10 8,33! !,001

Section #otal 91,78 !!,00

a$r ates co&'lete ith 6oists, Controls an E&ee'arts

&3

&3


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Costing Section




1ocal.US X #/$$$0

2ore.US X

%#$$ Po:er+o!se Ci&il Wor(s

2105 Portal Excavation 33,000 13.23 !37 192

2110 Anline ccess #$nnels%7 x 8.5 &(- "-Sha'e & 2,500 ,3.!3 15,91 7,003

2115 Anergro$n Excavation for Poerho$se !9,590 57.5 27,030 11,893

2120 Anergro$n Excavation for "raft #$es 95,200 131.71 12,539 5,517

2125 Anline Elevator Shaft % ! x ! & ( & 80 5,!37.23 !35 191

2130 Concrete in "raft #$es 23,200 259.91 ,030 2,53

2135 Concrete in Poerho$se - irst Stage 7!,20 230.79 17,222 7,578

21!0 Concrete in Poerho$se - Secon Stage !0,180 18.98 7,513 3,30

2150 *einforcing Steel #onne 13,800 2,883.10 39,787 17,50

2155 rchitect$ral inishes ).S 1 ,000,000 ,000 2,!0

210 +nstr$&entation to serve *oc /ove&ents ).S. 1 1,000,000.00 1,000 !!0

S$-total 133,909 58,919

20 2,782 11,78!


%%$$ Po:er+o!se *ec+anical E,!ipment

2205 verhea Cranes %550 #( o. 2 5,890,000 11,780 2,35

2210 Service Cranes %5 # for each s$staion( o. 2 527,000 1,05! 211

2215 "eatering an "rainage S=ste& ).S. 1 !,13,!35 !,13 923

2220 Cooling ;ater S=ste& ).S. 1 7,595,000 7,595 1,519

2225 6BC S=ste& ).S. 1 3,!93,205 3,!93 99

2230 ire igthing S=ste& ).S. 1 875,750 87 175

2235 #o Elevators % Passenger oos( )ot. 1 232,500 233 !7

22!0 Co&'resse ir S=ste& %6igh Press$re( ).S. 1 713,000 713 1!3

&3

&3

&3

&3

&3

&3

ther +te&s%Shotcrete, *oc olts, ase 'lates, #hreaing,$ts, "rain holes etc(


10/35

S

Costing Section




1ocal.US X #/$$$0

2orei.US X #

22!5 Co&'resse ir S=ste& %)o Press$re( ).S. 1 232,500 233 !7

2250 /echanical ;orsho' ).S. 1 387,500 388 78

2255 il 6anling S=ste&-Pi'ing, Storage #ans etc. ).S. 1 720,750 721 1!!

220 #rans'ortation, Erection, Corresion Protection ).S. 1 5,98!,550 5,985 1,197

S$-total 37,8! 7,539

ther +te&s 10 3,78 75!

Section #otal !1,!52 8,293

%'$$ Po:er+o!se Eelectrical E,!ipment

*ain Eelectrical E,!ipment

2301 8000B /ain $xiliar= #ransfor&er, 21D11 B. o ! 28,835 2,515.3 503.1 2

2302 2500B $xiliar= #ransfor&er o ! 173,0!9 92.2 138.!

2303 2000B $xiliar= #ransfor&ers o 10 151,017 1,510.2 302.0

230! 1000B $xiliar= #ransfor&ers o 2 98,991 198.0 39.

2305 /ain $xiliar= oar %/(,11B o ! 1,859 7.! 133.5

230 6eaors $xiliar= oar %6(, 11B o 1 1,88! 1.9 33.!2307 Anit $xiliar= oar %A(, 0.!B o 8 57,50 !0.5 92.1

2308 Anit $xiliar= S$''l= oar %AS(, 0.!B o 2 177,97 35.0 71.2

2309 Co&&on Services oar %CS(, 0.!B o 2 183,087 3.2 73.2

2310 Essential Services oar %ES(, 0.!B o 2 213,572 !27.1 85.!

2311 S$station $xiliar= oar %S(, 0.!B o 1 73,211 73.2 1!.

2312 6eaors S$''l= oar %6S(, 0.!B o 1 138,20 138.2 27.

2313 +solate Phase $s$cts %+P( )ot 1 1,888,!33 1,888.! 3,377.7 13

DC S"stem 8or Po:er Ho!se

231! 10006, 220 B"C atteries o. 2 181,195 32.! 72.5

2315 150, 220 B"C atter= Chargers o. ! 59,598 238.! !7.7

231 "C "istri$tion Panel, enerating Anit o. 8 17,270 138.2 27.

2317 "C "istri$tion Panel, $xiliar= S=ste& o. 2 11,538 23.1 !.


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Costing Section




1ocal.US X #/$$$0

2orei.US X #

2318 APS o. 2 0,217 120.! 2!.1

2319 APS "istri$tion oar o. 2 11,885 23.8 !.8

DC S"stem 8or @nta(e

2320 2506, 220 B"C atteries o. 2 3,58! 127.2 25.!2321 !0, 220 B"C atter= Chargers o. ! 25,825 103.3 20.7

2322 "C "istri$tion Panel o. 1 7,923 7.9 1.

2323 APS o. 2 30,108 0.2 12.0

232! APS "istri$tion oar o. 1 11,98! 12.0 2.!

Protection

2325 enerator Protection o. 8 307,79! 2,!2.! !92.5

232 /ain #ransfor&er Protection o. 8 287,713 2,301.7 !0.3

A!=iliar" E,!ipment

2327 E&ergenc= "iesel enerator 2000B, !00 B, 506@ o. 2 871,757 1,7!3.5 3!8.7

2328 E&ergenc= "iesel enerator 2000B, 11B, 506@ o. 1 871,757 871.8 17!.!

2329 "iesel il #ans o. 3 20,23! 0.7 12.1

2330 Control an Protection for "iesel enerating Set o. 3 187,170 51.5 112.3

Control S"stem 8or Po:er Ho!se

2331 enerating Anits %*PA ? 1 to *PA ? 8( o. 8 33!,213 2,73.7 53!.7 2

2332 /BD)B Sitchgear %*PA ? 9 to *PA ? 10( o. 2 2,302 532. 10.5

2333 75 B S$station %*PA ? 12( o. 1 225,71! 225.7 !5.1

233! 2 x "Fs at Poer 6o$se %*PA ? 11( o. 1 23,7! 23.7 52.7

2335 *e&ote +DFs for 75 B S$station o. 2 1,738 33.5 .7

233 +nterface EG$i'&ent for PCC o. 1 50,21! 50.2 10.0

2337 S=ste& Softare )ot 1 33!,50 33!. .9

2338 'tical ier Cales )ot 1 219,970 220.0 !!.0

2339 PS Cloc S=ste& o. 1 83,89 83.7 1.7

23!0 lar& S=ste& for Poer 6o$se )ot 1 33,!7 33.5 .7

23!1 'erator ;orstation %incl$ing 1xE;S( o. 5 39,9 198.5 39.7


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1ocal.US X #/$$$0

2orei.US X #

23!2 #ext Printer o. 1 ,0!1 .0 1.2

23!3 B"A Co''er %incl$ing one for E;S( o. 2 ,0!1 12.1 2.!

23!! lar& Printer Atilit= Printer )og Printer %1 Each( o. 1 18,025 18.0 3.

23!5 Printer "es o. 2 11,87 23.! !.7

Control S"stem 8or @nta(e

23! 1x " /BD)B Sitchgear %*PA ? 13( o. 1 23,7! 23.7 52.7

23!7 6eaors %*PA ? 1!( o. 1 17,293 17.3 35.3

23!8 lar& S=ste& for +ntae )ot 1 33,!7 33.5 .7

23!9 'erator ;orstation o. 1 39,1 39. 7.9

2350 #ext Printer an lar& Printer %1 Each( o. 1 12,083 12.1 2.!

2351 Colo$r Plotter o. 1 2,7!1 2.7 5.3

2352 Printer "es o. 1 11,78 11.8 2.!

2353 )ighting acilit= D S&all Services )ot 1 !,51,818 !,51.8 912.! 3

235! Earthing acilit= )ot 1 819,25 819.3 13.9

2355 ire lar& S=ste& )ot 1 2,!8!,1!1 2,!8!.1 !9.8

235 Cales %/B, )B : Control Cales( )ot 1 27,057,328 27,057.3 5,!11.5 2

2357 S'are Parts an #ools )ot 1 1,!07,!38 1,!07.! 3,281.5 13

2358 Erection an #esting EG$i'&ent )ot 1 5,035,791 5,035.8 1,007.2 !

2359 Po:er S!ppl" D!rin3 Constr!ction ).S. 1 3,570,000 3,570.0 71!.0 2

S$-total 98,88.7 19,777.10 79

ther +te&s 10 9,888.7 1,977.71 7

S$-total 108,775.! 21,75!.81 87

#rans'ortation, Erection, etc 20 21,755.1 !,350.9 17

Section #otal 130,531 2,10 1


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Costing Section




1ocal.US X #/$$$0

2orei.US X #

%)$$ T!rines < A!=iliar" E,!ipment

2!05 rancis #$rines % 5!8 /; ( o. 8 2,598,000 212,78! !2,557 1

2!10 overnors ith $xiliar= EG$i'&ent o. 8 2,083,781 1,70 3,33!

2!15 #rans'ortation, Erection, Corr. Protection ).S. 1 37,200,000 37,200 7,!!0

S$-total 2,5! 53,331 2

ther +te&s 10 2,5 5,333

Section #otal 293,319 58,! 2

%4$$ ?enerators < A!=iliar" E,!ipment

2505 Electric enerators o. 8 25,03,572 20!,829 !0,9 1

2510 enerator ccessories o. 8 11,92,1!3 95,!09 19,082

2515 enerator Circ$it reaers o. 8 1,!!,! 11,71 2,3!3

2520 enerator Earthing Sitch o. 8 12,72! 1,302 20

2525 enerator C# %#o Sets( o. 8 209,28 1,7! 335

2530 enerator B# %#o Sets( o. 8 3,188 50 1012535 S$rge rrestor o. 8 28,!99 228 !

S$-total 315,! 3,133 2

ther +te&s 10 31,5 ,313

S$-total 3!7,230 9,!! 2

#rans'ortation, Erection, etc 20 9,!! 13,889

Section #otal !1,7 83,335 3


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Costing Section




1ocal.US X #/$$$0

2ore.US X

%6$$ Under3ro!nd S! Station 764 B ?@S Ci&il Wor(s

205 $s "$ct alleries %7.0 x 7.0 &( & 180 2,529.8! !55 200

210 Anergro$n Excavation for #ransfor&ers aller= 351,000 57.5 20,20! 8,890

215 Anline Cale Shafts % 8.0 & ( & 200 1!,105.30 2,821 1,2!1

220 Concrete in #ransfor&er aller= 1,999 283.01 !,811 2,117

225 *einforcing Steel #onne 1,30 2,883.10 3,921 1,725

230 +nstr$&entation to serve *oc /ove&ents ).S. 1 750,000.00 750 330

S$-total 32,92 1!,503

15 !,9!! 2,175


%7$$ U5? S! Station 764 B ?@S Electrical E,!ipment

2705 AD S$ Station 75 B +S Electrical EG$i'&ent ).S. 1 29!,!91,000 29!,!91 3,77 2

S$-total 29!,!91 3,77 2

ther +te&s 1 2,9!5 38

Section #otal 297,!3 3,81! 2

%9$$ S!r3e C+amer Ci&il Wor(s

2805 Anergro$n Excavation of S$rge Cha&er 297,5!9 57.5 17,127 7,53

2810 Anline Bent Shaft % !.0 & x !.0 & ( & 200 2,500.00 500 220

2815 Concrete in S$rge Cha&er 31,997 288.5! 9,232 !,02

2820 *einforcing Steel #onne 3,200 2,883.10 9,22 !,059

&3

&3

ther +te&s %Shotcrete, *oc olts, ase 'lates, #hreaing,$ts, "rain holes etc(

&3

&3


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Costing Section




1ocal.US X #/$$$0

2ore.US X

2825 +nstr$&entation to serve *oc /ove&ents ).S. 1 00,000.00 00 2!

S$-total 3,85 1,1!1

15 5,503 2,!21


%;$$ S!r3e C+amer *ec+anical E,!ipment

2905 "raft #$e ates Set 2 703,155 1,!0 352

2910 E&ee Parts for "raft #$e ates Set 8 225,!39 1,80! !51

2915 )ifting ea& o. 1 10,735 11 3

2920 verhea #raveling Crane o. 1 709,85 710 178

S$-total 3,931 98!

ther +te&s 10 393 98

Section #otal !,32! 1,082

'$$$ Tailrace Ci&il Wor(s

3005 Portal Excavation 570,153 13.23 7,5!3.1 3,319.0

3010 )ine #ailrace #$nnels %10 & x 12.5 & "-Sha'e( & 10,180 10,51!.10 107,033.5 !7,09!.7 5

3015 Concrete in )inings 21,911 301.3! 5,3!.0 28,70.2 3

3020 Concrete in #ailrace Portals 2!,307 235.03 5,712.9 2,513.7

3025 *einforcing Steel #onne 10,855 2,883.10 31,29.1 13,770.3 1

3030 +nstr$&entation to serve *oc /ove&ents ).S. 1 2,500,000.00 2,500.0 1,100.0

ther +te&s %Shotcrete, *oc olts, ase 'lates, #hreaing,

$ts, "rain holes etc(

&3

&3

&3


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S

Costing Section




1ocal.US X #/$$$0

2orei.US X

S$-total 219,!!9. 9,557.9 12

ther +te&s %Shotcrete, *oc olts, etc( 30 5,83!.9 28,97.! 3

Extra Care due to Dasu Koshe Fault ).S. 30,000.0 12,000.0 1

Section #otal 315,285 137,525 1

'#$$ Tailrace *ec+anical E,!ipment

3105 +nlet Sto'logs Set 1 1,0!3,000 1,0!3 313

3110 E&ee Parts for +nlet Sto'logs Set ! 335,!75 1,3!2 !03

3115 )ifting ea& for +nlet Sto'logs o. 1 13,!19 13 !

3120 $tlet Sto'logs Set 8 123,!50 988 29

3125 E&ee Parts for$tlet Sto'logs Set 8 !0,257 322 97

3130 )ifting ea& for $tlet Sto'logs o. 1 ,700 7 2

S$-total 3,715 1,115

ther +te&s 10 372 112

Section #otal !,087 1,227

'%$$ Po:er Transmission 2acilities

''$$ S:itc+"ard Ci&il Wor(s

3305 *oc Excavation 0 13.23 0 0

3310 Concrete 0 27.13 0 0

3315 *einforcing Steel #onne 0 2,883.10 0 0

Str$ct$ral Steel #onne 0 0 0

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&3


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Costing Section




1ocal.US X #/$$$0

2orei.US X #

S$-total 0 0

15 0 0

Section #otal 0 0

')$$

3!05 S$rface S$ Station 75 B +S Electrical EG$i'&ent ).S. 1 33!,398,000 33!,398 ,025 3

3!10 Civil ;ors ).S. 1 !9,7!,000 !9,7! !9,7!

S$-total 38!,12 55,789 3

ther +te&s 1 3,8!2 558

Section #otal 388,00! 5,3!7 3

'4$$ Transmission 1ines

3505 "as$ - #haot & 80 1,290,000 103,200 51,00

3510 #haot - /anshera & 5 990,000 !,350 32,175

3515 /anshera - $HHar han & 185 750,000 138,750 9,375

3520 $HHar han - atti & 230 80,000 15,!00 78,200

3525 +nterconnection & 15 709,333 10,!0 5,320

S$-total !73,3!0 23,70 2

ther +te&s 5 23,7 11,83!

Section #otal !97,007 2!8,50! 2

ther +te&s %Shotcrete, *oc olts, ase 'lates, #hreaing,$ts, "rain holes etc(

S!r8ace S! Station 764 B ?@S Electrical E,!ipment :it+Ci&il Wor(s


18/35

S

Costing Section




1ocal.US X #/$$$0

2orei.US X #

'6$$ ?!ar B+an S! Station

305 $HHar han S$ Station ith Civil ;ors ).S. 1 9,73,000 9,73 2,117

310 Civil ;ors ).S. 1 15,889,000 15,889 15,889

S$-total 112,25.0 18,00.0 9!

ther +te&s 1 1,12.3 180.1


'7$$ ?atti S! Station

3705 atti S$ Station ith Civil ;ors ).S. 1 121,1!,000 121,1! 2,198 1

3710 Civil ;ors ).S. 1 18,181,000 18,181 18,181

S$-total 139,327.0 20,379.0 118

ther +te&s 1 1,393.3 203.8

Section #otal 1!0,720 20,583 1

'9$$ SCADA S"stem

3805 SC" for all S$stations ).S. 1 5,010,000 5,010.0 1,002.0 !

S$-total 5,010.0 1,002.0 !

ther +te&s 5 250.5 50.1

Section #otal 5,20.5 1,052.1 !


19/35

S

Costing Section




1ocal.US X #/$$$0

2ore.US X

)$$$ @ndirect Costs

)#$$ Permanent Access Roads 5 T!nnels

Access Roads

!105 *oa Excavation 559,357 13.23 7,!00 !,810

!110 *oc ill !,071 3.00 12 8

!115 Concrete for C$lvert 122 3!5.08 !2 27

!120 *einforce&ent #onne 15 2,87!.27 !3 28

!125 ;earing coarse 0 && thicness 30,381 110.50 3,357 2,182

!130 *etaining ;all Stone /asonar= 2,83 32.50 93 0

Access T!nnels

!135 #$nnels Excavation 38,07! 57.5 21,18 13,771

!1!0 Concrete for Portals 220 235.03 52 3!

!1!5 *einforce&ent #onne 19 2,87!.27 55 3

!150 ;earing coarse 0 && thic ness !,1! 110.50 5,099 3,31!

S$-total 37,339 2!,270

ther +te&s 10 3,73! 2,!27


)%$$ Steel >rid3e on @nd!s

!205 $t&ents *oc Excavation 2,200 13.23 29 29

!210 Concrete in "ec : Sla 970 195.81 190 190

&3

&3

&3

&2

&3

&3

&3

&2

(Shotcrete, Rock Bolts, Base plates, Threading, Nuts, Drain holesetc)

&3

&3


20/35

S

Costing Section




1ocal.US X #/$$$0

2ore.US X

!215 Concrete in $t&ets !,052 2.37 1,079 1,079

!220 *eiforcing Steel #onne 2!2 2,87!.27 9 9

!225 *olle Str$ct$ral Steel #onne 5,280 3,!50.00 18,21 18,21

!230 *oaa= it$&ino$s ;earing S$rface 99 110.50 11 11

S$-total 20,221 20,221

ther +te&s 10 2,022 2,022

Section #otal 22,2!3 22,2!3

)'$$ O88ices/ Camps < Colonies

!305 )an cG$isition for Ca&'s 7,09 8.00 ,129 5,51

!310 "evelo'&ent Charges !32,90 18.00 7,793 7,01!

!315 Constr$ction Charges or Ca&'s incl. acilities 150,832 350.00 52,791 !7,512

!320 Constr$ction Charges or ffices 1,759 270.00 !,525 !,073

S$ #otal 71,238 !,115

*$nning : /aintenance > 15 10,8 9,17Poer S$''l=, ;ater S$''l=, Seerage etc. ).S. 1 0,000,000 0,000 5!,000

S$-total 1!1,92! 127,732

ther +te&s 5 7,09 ,387

Section #otal 1!9,020 13!,119

&3

&3

&2

&2

&2

&2


21/35

S

Costing Section




1ocal.US X #/$$$0

2orei.US X #

))$$ En&ironmental and Resettlement Costs

!!05 )an : ther Co&'ensation ).S. 1 85,070,253 85,070 85,070

!!10 Environ&ental /itigation /eas$res ).S. 1 8!,973,27 8!,973 8!,973

!!15 Environ&ental *esettle&ent ).S. 1 7,30!,!8 7,30! 7,30!!!20 Environ&ental /onitoring ).S. 1 1,51,!3 1,52 1,52

S$ #otal 178,999 178,999

ther +te&s 0.! 1,1! 1,1!

Section #otal 180,1!5 180,1!5

S! Total .Constr!ction Cost0 )/'9)/$%# #/69%/4#7 %/7$

)4$$ En3ineerin3 and Proect *ana3ement 6F 23,0!1 100,951 1

S! Total .ConstrG Cost Enn3G < AdimG Cost0 )/6)7/$6% #/79'/)69 %/96

)6$$ P+"sical Contin3encies #%F 557,!7 21!,01 3

?rand Total .Total >ase Cost o8 t+e Proect0 4/%$)/7$; #/;;7/)9) '/%$

NotesI 1- Price level


22/35

Sheet 22 of 35

Costing Section 0!D03D201, 0I2I27


RCC Dam at A=is-4 .1on3 T!nnels :it+ Under3ro!nd Po:er+o!se0

S!mmar" o8 Capital Cost Estimate

Code Description

# % '

.US X #/$$$0

#$$ Direct Costs

%$$ Reser&ior and Dam

300 "iversion #$nnels Civil ;ors 133,727

!00 "iversion #$nnels /echanical EG$i'&ent !,88

500 Starter "a& ADS 189

00 Starter "a& "DS 1!

700 A'strea& Coffer "a& 17,51

800 "onstrea& Coffer "a& 3,875

900 "eatering : *e'air ;or $e to over to''ing 0,000

1000 "a& o$nation Excavation 12,120

1100 o$nation #reat&ent 27,55

1200 /ain "a& o= 3,373

1300 S'illa= Civil ;ors 181,!9

1!00 S'illa= /echanical EG$i'&ent 25,905

1500 )o )evel $tlets Civil ;ors 72,739

100 )o )evel $tlets /echanical EG$i'&ent 39,353

S! Total Reser&oir and Dam ;)6/$#6

#7$$ Po:er ?eneration 2acilities

1800 Poer +ntae Civil ;ors 25,203

1900 Poer +ntae /echanical EG$i'&ent !0,005

2000 6igh Press$re Poer #$nnels 91,78

2100 Poerho$se Civil ;ors 10,91

2200 Poerho$se /echanical EG$i'&ent !1,!52

2300 Poerho$se Eelectrical EG$i'&ent 130,531

2!00 #$rines : $xiliar= EG$i'&ent 293,319

2500 enerators : $xiliar= EG$i'&ent !1,7

200 Anergro$n S$ Station 75 B +S Civil ;ors 37,90

2700 AD S$ Station 75 B +S Electrical EG$i'&ent 297,!3

2800 S$rge Cha&er Civil ;ors !2,188

2900 S$rge Cha&er /echanical EG$i'&ent !,32!

3000 #ailrace Civil ;ors 315,285

3100 #ailrace /echanical EG$i'&ent !,087

S! Total Po:er ?eneration 2acilities #/;$$/79#

Total

Cost


23/35

Sheet 23 of 35



RCC Dam at A=is-4 .1on3 T!nnels :it+ Under3ro!nd Po:er+o!se0

S!mmar" o8 Capital Cost Estimate

Code Description

# % '

.US X #/$$$0

Total

Cost

'%$$ Po:er Transmission 2acilities

3300 Sitch=ar Civil ;ors 0

3!00 S$rface S$ Station 75 B +S Electrical EG$i'&ent ith Civil ;ors 388,00!

3500 #rans&ission )ines !97,007

300 $HHar han S$ Station 113,751

3700 atti S$ Station 1!0,720

3800 SC" S=ste& 5,20.5

S! Total Po:er Transmission 2acilities #/#))/7)'

)$$$ @ndirect Costs

!100 Per&anent ccess *oas D #$nnels !1,073

!200 Steel rige on +n$s 22,2!3

!300 ffices, Ca&'s : Colonies 1!9,020

!!00 Environ&ental an *esettle&ent Costs 180,1!5

S! Total @ndirect Costs ';%/)9#

S! Total .Constr!ction Cost0 )/'9)/$%#

)4$$ En3ineerin3 and Proect *ana3ement 6F 23,0!1

)/6)7/$6%

)6$$ P+"sical Contin3encies #%F 557,!7

TOTA1 >ASE COST O2 PROJECT 4/%$)/7$;



24/35

Sheet 2! of 35



RCC Dam at A=is-4

S!mmar" o8 Proect >ase Cost

Description

# Proect Direct Cost

Ci&il Wor(s 729.03 819.81 1,5!8.8!

Per&anent EG$i'&ent

Electro-&echanical 171.92 9.0! 1,137.9

6=ro-&echanical 73.9 8.31 159.99

Sitch=ar an #rans&ission )ine 3!!.7 800.07 1,1!!.7!

% Proect @ndirect Cost 33.20 29.28 392.!8

' En3ineerin3 and Administration 100.95 12.09 23.0!

) Contin3enc" Allo:ance 21!.02 3!3.3 557.5

TOTA1 PROJECT >ASE COST #/;;7G)9 '/%$7G%' 4/%$)G7$



25/35

Sheet 25 of 35

Costing Section 8-11-200


CAP@TA1 COST

Code @TE*TOTA1 COST

RE*ARBS

1ocal 2orei3n Total

#G PREPATORY < PRE1@*@NARY WORBS

!100 Per&anent *oas : #$nnels 2.70 1!.38 !1.08

!200 Steel rige on +n$s 22.2! - 22.2!

!300 ffices, Ca&' : Colonies 13!.12 1!.90 1!9.02

S! Total-# #9'G$6 %;G%9 %#%G')

%G D@ERS@ON < CARE O2 WATER

300 "iversion #$nnels Civil ;ors 58.8! 7!.89 133.73

!00 "iversion #$nnels /echanical ;ors 2.1! 2.73 !.87

500 Starter "a&s ADS 0.10 0.09 0.19

00 Starter "a&s "DS 0.09 0.07 0.1

700 Coffer "a&s ADS 9.71 7.9! 17.5

800 Coffer "a&s "DS 2.13 1.7! 3.87

900 "eatering:*e'air "$e to ver #o''ing 5!.00 .00 0.00

S! Total-% #%7G$# ;'G)6 %%$G)7

'G E*>ANB*ENT5DA* >ODY

1000 o$nation Excavation 5.58 .55 12.13

1100 o$nation #reat&ent 12.!0 15.1 27.5

1200 "a& o= 128.23 238.1! 3.37

S! Total-' #)6G%# %4;G94 )$6G$6

)G SP@11WAY

1300 S'illa= Civil ;ors 112.53 8.97 181.50

1!00 S'illa= ates : ther /echanical ;ors 19.!3 .!8 25.91

S! Total-) #'#G;6 74G)4 %$7G)#

4G OUT1ET WORBS

1500 )o )evel $tlets Civil ;ors !5.10 27.! 72.7!

100 )o )evel $tlets /echanical ;ors 29.52 9.8! 39.3

S! Total-4 7)G6% '7G)9 ##%G#$


26/35

Sheet 2 of 35


Code @TE*TOTA1 COST

RE*ARBS

1ocal 2orei3n Total

6G POWERHOUSE/ @NTABE < TA@1 RACE.Ci&il Wor(s0

1800 Poer +ntae Civil ;ors 12.85 12.35 25.20

2000 6igh Press$re Poer #$nnels !!.01 !7.7 91.8

2100 Poer 6o$se Civil ;ors 70.70 89.99 10.9

200 A. S$ Station 75 B +S Civil ;ors 1.8 21.23 37.91

2800 S$rge Cha&er Civil ;ors 18.5 23.3 !2.19

3000 #ail *ace Channels Civil ;ors 137.53 177.7 315.29

3300 Sitch=ar Civil ;ors%+S( - - -

S! Total-6 '$$G'' '7%G6' 67%G;6

7G E1ECTR@CA1 < *ECHAN@CA1 EU@P*ENT

1900 Poer +ntae /echanical EG$i'&ent 12.00 28.00 !0.00

2200 Poer 6o$se /isc. /echanical EG$i'&ent 8.29 33.1 !1.!5

2300 Poer 6o$se /isc. Electrical EG$i'&ent 2.11 10!.!3 130.5!

2!00 #$rines : $xiallr= EG$i'&ent 58. 23!. 293.32

2500 enerators : $xiallr= EG$i'&ent 83.3! 333.3! !1.8

2700 #ransfor&ers : $xiallr= EG$i'&ent 3.81 293.2 297.!3

2900 S$rge Cha&er /echanical EG$i'&ent 1.08 3.2! !.32

3100 #ailrace /echanical EG$i'&ent 1.23 2.8 !.09

S! Total-7 #;)G4% #$''G'# #%%7G9'

9G TRANS*@SS@ON 1@NES

3!00 Sitch=ar Electrical EG$i'&ent 5.35 331. 388.01

3500 #rans&ission )ines 2!8.50 2!8.50 !97.00

300 $HHar han Station 18.19 95.57 113.7

3700 $HHar han Station 20.58 120.1! 1!0.72

3800 SC" S=ste& 1.05 !.21 5.2

S! Total-9 '))G67 9$$G$9 ##))G74

;G RESETT1E*ENT

!!00 180.15 0.00 180.15

S! Total-; #9$G#4 $G$$ #9$G#4

Total Cost # to ; #69%G4' %7$#G4) )'9)G$7

#$G EN?@NEER@N? < AD*@N@STRAT@ON 6F #$$G;4 #6%G$; %6'G$)

Total >ase Cost #79'G)9 %96'G6' )6)7G##

##G PHYS@CA1 CONT@N?ENC@ES #%F %#)G$% ')'G6) 447G64

)an : ther Co&'ensation6 *elocationEnviron&ental /itigation /eas$resEnviron&ental *esettle&entEnviron&ental /onitoring


27/35

Sheet 27 of 35


Code @TE*TOTA1 COST

RE*ARBS

1ocal 2orei3n Total

S! Total #;;7G4$ '%$7G%7 4%$)G76

#%G DUT@ES AND TAXES $G$$

#'G ESCA1AT@ON DUR@N? CONSTRUCT@ON $G$$

#)G @NTEREST DUR@N? CONSTRUCT@ON $G$$

#4G TOTA1 2@NANC@A1 COST #/;;7G4$ '/%$7G%7 4/%$)G76


28/35

28 of 35

ASU HY RO POWER PROJECT

RCC DAM AT AXIS 5

Detailed >O

DESCR@PT@ON UN@T UANT@TY

D@ERS@ON CONDU@TS

Portal Excavation 579,938

)ine "iversion #$nnels %12 & x 20 & "-Sha'e( & 1,751

Concrete in Portals 9,78!

Concrete in #$nnel )inning 5,079

Concrete in #$nnel Pl$gs 11,38

Shotcrete%5 chicness( -



*einforcing Steel #onne ,7!3

*oc ots !& long, "ia 25&& os. -

*oc ots 5& long, "ia 25&& os. -

STARTER DA* U5S

Co&'acte +&'ervio$s fill %4one 1( 2,500

*ocfill%1.0 & )a=ers( Excavation %4one 3( 17,500

S&all *oc #ransition %0.5 )a=ers( %4one 3( 5,000

STARTER DA* D5S

Co&'acte +&'ervio$s fill %4one 1( 2,175

*ocfill%1.0 & )a=ers( Excavation %4one 3( 15,225

S&all *oc #ransition %0.5 )a=ers( %4one 3( !,350

UPSTREA* CO22ERDA*

6arfill 21,931

*ocfill %1.5 )a=er ( Excavation %4one 3C(

S&all *oc #ransition %0.5 )a=er( %4one 3(

Processe S&all *ocSan #ransition%0.5 )a=er(%4one 2(

Concrete $rs

Concrete in #oe Sla

Concrete in acing Sla.

*einforcing Steel #onne

)ength of Consoliation ro$tings &

"eatering : ;ater Control ).S 1

nchor ars %20 && ia( os. 100


29/35

29 of 35

RCC DAM AT AXIS 5

Detailed >O


DOWNSTREA* CO22ERDA*

6arfill 38,298

*ocfill %1.5 )a=er ( Excavation %4one 3C(

S&all *oc #ransition %0.5 )a=er( %4one 3(

Processe S&all *ocSan #ransition%0.5 )a=er(%4one 2(

Concrete $rs

Concrete in #oe Sla

Concrete in acing Sla.

*einforcing Steel #onne)ength of Consoliation ro$tings &

nchor ars %20 && ia( os. 80

5& interval & !2,12

Setting Pacer sse&lies Each 8,!32

P$&'ing Ce&ent ro$t #onne 2,08"rianage S=ste& ).S. 1

*A@N DA* >ODY

Convention Concrete in alleries -

/ain o=#otal Bol$&e %*CC( )/%);/'$)

/ain o= )oer Portion %*CC( 1,172,383

/ain o= /ile Portion %*CC( 1,958,50!

/ain o=#o' Portion %*CC( 990,088

Enriche ro$t *CC %ace 1&( 128,329eotechnical +nstr$&entation ).S 1

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&2

&3

&3

&3

&3

&3

&3

&3


30/35

30 of 35

RCC DAM AT AXIS 5

Detailed >O


SP@11WAY C@@1 WORBS

Pl$nge Pool *oc Excavation !5,9!8

Pl$nge Pool ll$vial soil Excavation 3!!,10

Concrete in Sla : $cet 123,!2!

Concrete in gee 7!,21

Concrete in ;alls 22,331

Concrete in Piers : riges 5!,73*einforcing Steel #onne 3,27

;earing Co$rse%100 && thic( for *oa on riges ,972

@NTER*ED@ATE OUT1ETS C@@1 WORBS

Concrete in +ntaes 0

Concrete in )inings 0

*einforcing Steel #onne 0

Steel )iners %30 && thic( #onne 0

1OW 1EE1 OUT1ETS C@@1 WORBS

Concrete in +ntaes 15,995

Concrete in )inings 57,758

*einforcing Steel #onne !,!25

Steel )iners #onne 5,0!8

POWER @NTABE C@@1 WORBS

*oc Excavation 1,0!0,!23

Co&&on Excavation 183,0!

Concrete in Poer +ntaes 18,781

*einforcing Steel #onne 1,315


H@?H PRESSURE POWER CONDU@TS

ate Shaft *oc Excavation & 832

Bertical )ine #$nnels %8.5 &( & 8!8

6ori@ontal )ine #$nnels %8.5 &( & 2,17

ate Shaft Concrete 13,528

Concrete in )inings !2,2!

Shotcrete %5 c& #hicness( -Shotcrete %10 c& #hicness( -

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&2

&2


31/35

31 of 35

RCC DAM AT AXIS 5

Detailed >O


Shotcrete %15 c& #hicness( -


Steel )iners #onne 3,73



POWERHOUSE C@@1 WORBS


Anline ccess #$nnels %12 x 12 &(- "-Sha'e & 2,500

Anergro$n Excavation for Poerho$se !9,590

Anergro$n Excavation for "raft #$es 95,200

Anline Elevator Shaft % 3.0 x 3.0 & ( & 80

Concrete in "raft #$es 23,200

Concrete in Poerho$se - irst Stage 7!,20

Concrete in Poerho$se - Secon Stage !0,180

Shotcrete%20 c& #hicness( -


rchitect$ral inishes ).S 1



TRANS2OR*ER ?A11ERY

$s "$ct alleries %7.0 x 7.0 &( & 180

Anergro$n Excavation for #r. aller= 351,000

Anline Cale Shafts %8.0 & ( & 200

Concrete in #ransfor&er aller= 1,999




*oc ots !& long, "ia 25&& os. -*oc ots 7& long, "ia 3&& os. -


SUR?E CHA*>ER C@@1 WORBS

Anergro$n Excavation of S$rge Cha&er 297,5!9

Anline Bent Shaft % !.0 & ( & 200

Concrete in S$rge Cha&er 31,997



*oc ots 7& long, "ia 3&& os. -*oc ots 8& long, "ia 3&& os. -

&2

&3

&3

&3

&3

&3

&3

&2

&3

&3

&2

&3

&3

&2


32/35

32 of 35

RCC DAM AT AXIS 5

Detailed >O


TA@1RACE C@@1 WORBS


Anline #ailrace #$nnels % 10.0 & x 12.5 & "-Sha'e ( & 10,180

Concrete in #ailrace #$nnels )inings 21,911

Concrete in #ailrace Portals 2!,307







SW@TCHYARD C@@1 WORBS

*oc Excavation 85,!9

Concrete 25,000


*einforcing Steel #onne 33

Str$ct$ral Steel #onne

&3

&3

&3

&2

&2

&2

&3

&3

&2


33/35

Sheet 33 of 35

?ENERA1 SU**ARY

Unit Cost Estimate

Rate o8 E=c+an3e 7$ RsG5US

Price 1e&el J!l-$9

Contractors O&er+eads < 2ees #G7$

Description Unit

Total

E,!i&alent

US

)#ES#

#$$ Open C!t E=ca&ation Wor(

101 o$nation Pre'aration !1.!2

102 Portal Excavation - Anclassifie 13.23

103 "a& o$nation Excavation - Co&&on 5.98

10! Excavation in *oc 9.58

105 Co&&on Excavation 3.22

10 ll$vi$& Excavation 5.35

107 Pres'litting 3.!!

%$$ Under3ro!nd E=ca&ation Wor(

201 "iversion #$nnels & 15,75.32

202 Poerho$se ccess #$nnels & ,3.!3

203 #ailrace #$nnels & 10,51!.10

20! Poer #$nnels & 8,22.!8

205 alleries & 2,529.8!

20 Poerho$se Caverns 57.5

207 "raft #$es 131.71

208 Cha&ers 131.71

209 if$rcations 131.71

210 #ransfor&er aller= 57.5

211 S$rge Cha&er 57.5

212 ccess #$nnel 5& & 3,322.12

213 +ntae Shaft Bertical & #%/'%$G%'

21! Elevator Shafts & 5,!37.23

215 ate Shaft *oc Excavation %Bentilation Shafts( & %/4$$G$$

21 Cale Shafts & 1!,105.30

'$$ Eman(ment Wor(s

301 Coffera&s 12.55

302 Co&'acte +&'ervio$s %4one 1( 2!.53

303 *oc fill %1.0 & )a=er( ro& *eG Excav %4one !( 3.00

30! *oc fill %1.0 & )a=er( ro& J$arr= %4one !( 10.!5

305 *oc fill %1.5 & )a=er( ro& *eG Excav %4one 5( 2.70

30 *oc fill %1.5 & )a=er( ro& J$arr= %4one 5( 10.28

307 S&all *oc #ransition %1.5 & )a=er( %4one 3( 19.11

308 Processe S&all *ocSan #ransition %0.5 )a=er( 19.11

309 "rains 19.11

Code NoG

&2

&3

&3

&3

&3

&3

&2

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3

&3


34/35

Sheet 3! of 35

Description Unit

Total

E,!i&alent

US

Code NoG

310 *i'ra' 2!.!3

311 *ano& ill !.!3

)$$ Con&entional Concrete Wor(s .@ncl!din3 2orms0!01 Portals 235.03

!02 #$nnel Pl$gs 158.81

!03 aller= 3!5.08

!0! S'illa= Sla : $cet 195.81

!05 S'illa= gee 197.02

!0 S'illa= ;alls 220.52

!07 S'illa= Piers : rige 2.37

!08 +ntae Concrete 229.9!

!09 +ntae )ining 290.95!10 Poer +ntae 189.1

!11 Poerho$se "raft #$es 259.91

!12 Poerho$se 1st. Stage 230.79

!13 Poerho$se 2n Stage 18.98

!1! #ransfor&er aller= 283.01

!15 S$rge Cha&er 288.5!

!1 #ailrace #$nnel 282.28

!17 Sitch=ar o$nations 27.13

!18 *CC "a& S$rface 233.!5!19 C*" Plinth 21!.33

!20 C*" ace 259.!7

!21 #$nnel )ining 301.3!

!22 Shaft )ining 288.18

4$$ RCC Concrete Wor(s

501 )oer Portion 9.!

502 /ile Portion 70.29

503 #o' Portion 85.53

50! Enriche ro$t *CC %ace 1&( 102.91

6$$ S+otcrete

01 Shotcrete ith 5 c& #hicness 100.8!

02 Shotcrete ith 10 c& #hicness 201.8

03 Shotcrete ith 15 c& #hicness 302.52

0! Shotcrete ith 20 c& #hicness !03.3

7$$ Rein8orcin3 Steel

701 'en C$t Str$ct$res #onne 2,87!.27702 Anergro$n Str$ct$res #onne 2,883.10

703 Str$ct$ral Steel #onne 3,!50.00

&3

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3

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3

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35/35

Sheet 35 of 35

Description Unit

Total

E,!i&alent

US

Code NoG

9$$ Drillin3 < ?ro!tin3

801 "rill Ex'lorator= 6oles & 35.5!

802 "rill ro$t C$rtain 6oles & 89.13

803 "rill Consoliation ro$t 6oles & !9.52

80! "rainage C$rtain & 237.9

805 "rill Press$re ro$t 6oles & 118.85

80 Pacer sse&lies Each 17!.31

807 P$&' Ce&ent ro$t #onne 1,159.81

808 P$&' Che&ical ro$t #onne 2,971.1

;$$ *iscellaneo!s @tems

901 "eatering : ;ater Control ).S 8,358.3

902 Steel )iners #onne 7,1!.19903

5. annexure c cost estimate

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