Initial Environmental Examination

Belghari - - Lamabagar - Serabazaar - Lituere - Road Rehabilitation & Reconstruction Sub-project

June 2017

NEP: Earthquake Emergency Assistance Project

Prepared by District Coordination Committee (Lamjung)- Central Level Project Implementation Unit – Ministry of Federals Affairs and Local Development for the Asian Development Bank.

This initial environmental examination is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. Your attention is directed to the “terms of use” section on ADB’s website.

In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.

The views expressed herein are those of the consultant and do not necessarily represent those of ADB’s members, Board of Directors, Management, or staff, and may be preliminary in nature.

Executive Summary (Nepali)

;8s pkcfof]hgfsf] k|f/lDes jftfj/0fLo k/LIf0f k|ltj]bg sfo{sf/L ;f/f+z1 k|:tfjs of] k|f/lDes jftfj/0fLo k/LIf0f k|ltj]bg ndh'ª lhNnfsf] bf]bL{ ufpFkflnsf– ! -tTsflng eft{] uf=lj=;=_ sf] a]n3f/L b]lv bf]bL{ ufpFkflnsf – % -tTsflng kfrf]s uf=lj=;=_ sf] kfrf]s hf]8\g] !@=%() ls=dL= nfdf] x/]s df};ddf rNg] ;8s k'glg{df{0f tyf k'g{:yfkgf ug{ tof/ kfl/Psf] xf] . PlzofnL ljsf; a}+s/:jL; ljsf; ;xof]u lgof]u / g]kfn ;/sf/sf] nufgL cGt{ut e"sDk cfktsfnLg ;xfotf cfof]hgf (EEAP) cGt/u{t lhNnfdf sfof{Gjog lgsfosf] lhDd]jf/L tTsflng lhNnf ljsf; ;ldlt ndh'Ë -xfn lhNnf ;dGjo ;ldlt, ndh'ª_ ePsf]n] a]n3f/L – cr{naf]6 – nfdfau/ – ;]/fahf/ – lnt'O/] – kfrf]s ;8s pk–cfof]hgfsf] k|f/lDes jftfj/0fLo k/LIf0fsf] k|:tfjs klg tTsflng lhNnf ljsf; ;ldlt, ndh'ª -xfn ndh'ª lhNnf ;dGjo ;ldlt_ xf] . k[i7e"dL e"sDk cfktsfnLg ;xfotf cfof]hgf (EEAP) PlzofnL ljsf; a}+ssf] ;x'lnotk'0f{ C0f ;xof]u,:jL; ljsf; ;xof]u lgof]usf] k|fljlws ;xof]u tyf g]kfn ;/sf/sf] nufgLdf z'? ePsf] cfof]hgf xf] . o; cfof]hgfsf] p2]Zo @)&@ a}zfv !@ ut]sf] e"sDk / @)&@ a}zfv @( ut]sf] k/fsDkg kl5 e"sDkLo If]qdf k'glg{df{0f tyf k'g{:yfkgf sfo{df g]kfn ;/sf/nfO{ ;xof]u ug{' xf] . o; cfof]hgfn] ljBfno, ;8s, ;/sf/L ejg k"glg{df0f ul/ ;Defljt k|sf]kaf6 ;dfg's"ng ug{' /x]sf] 5 . k|f/lDes jftfj/0fLo k/LIf0fsf] cf}lrTo e'sDkaf6 k|efljt ;+/rgfsf] k'glg{df{0f ;DaGwL] P]g, @)&@, e'sDkaf6 k|efljt ;+/rgfsf] k'glg{df0f ;DaGwL lgodfjnL, @)&@ tyf e'sDkaf6 k|efljt ;+/rgfsf] k'glg{df{0fsf] nflu jftfj/0fLo k|efj d"Nofªsg ;DaGwL] sfo{ljlw @)&@ -klxnf] ;+;f]wg @)&#_ tyf PlzofnL ljsfz j}+s ;'/If0f gLlt syg - ;]kmuf8{ kf]nL;L :6]6d]G6_, @))(, cg';f/ lhNnf ;8ssf] lgdf{0f÷k'glgdf{0f÷k'g{:yfkgf ug{ k|f/lDes jftfj/0fLo k/LIf0f cfjZos /x]sf] 5 . of] a]n3f/L – cr{naf]6 – nfdfau/ – ;]/fahf/ – lnt'O/] – kfrf]s ;8s pk–cfof]hgfsf] k|f/lDes jftfj/0fLo k/LIf0fsf] cWoog k|ltj]bg ;+3Lo dfldnf tyf :yflgo ljsf; dGqfno -;rLj :t/_ sf] @)&@÷!@÷!@ sf] lg0f{o cg';f/ :jLs[t sfo{;"rL (ToR) sf] cfwf/df tof/ kfl/Psf] xf] / :jLs[t sfo{;"rLdf o;sf] nDafO{ !)=(*) ls= dL= /x]sf] lyof] . hg' k|f/lDes ;j]{If0fsf] cfwf/df tof/ ul/Psf] xf] t/ lj:t[t ;j]{If0fdf ;8ssf] nDafO{ !@=%() ls=dL= ePsf]n] ToxL cg';f/ k|f/lDes jftfj/0fLo k/LIf0f k|ltj]bg agfOPsf] 5 . e'sDkaf6 k|efljt ;+/rgfsf] k'glg{df0f{ ;DaGwL] P]g, @)&@ nfu' eP kZrft o; k|f/lDes jftfj/0fLo k/LIf0f (IEE) sf] k|ltj]bg /fli6«o k'glg{df{0f k|flws/0fdf k]z ul/Psf] 5 . k|f/lDes jftfj/0fLo k/LIf0fsf] p2]Zo k|f/lDes jftfj/0fLo k/LIf0f k|ltj]bg cWoogsf] d'Vo p2]Zo pkcfof]hgf If]qsf] ef}lts, h}ljs, ;fdflhs, cfly{s tyf ;f+:s[lts jftfj/0fdf kg]{ k|efjx? kQf nufpg'sf ;fy} jftfj/0fdf kg]{ gsf/fTds k|efjsf] Go"lgs/0fsf pkfox? / ;sf/fTds k|efj a9fpg] pkfox? af/] ;'emfj lbg' / jftfj/0fLo Aoa:yfkg of]hgf agfO{ sfof{Gjog u/fpg' /x]sf] 5 .

1This is Executive Summary of the IEE report in and an English version is given in page VI.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page i cWoog k|s[of @)&@ ;fn r}q @* b]vL @)&# a}zfv * ut] ;Dd ul/Psf] :ynut e|d0f tyf ;j]{If0fjf6 lnOPsf tYofÍ tyf cGo pknAw tYofÍx?sf] ;fy} ;fdflhs tyf k|fljlws 6f]nLjf6 k'gjf{; sfo{sf] ;e]{If0fsf] nflu ;+sng u/]sf tYofÍx? s]nfP/ k|f/lDes jftfj/0fLo k/LIf0f k|ltj]bg tof/ u/L lgisif{ tyf ;'emfjx? lbOPsf 5g\ . k|:tfjsf] ;fGb{lestf o; k|:tfljt ;8s e"sDk cfktsfnLg ;xfotf cfof]hgf (EEAP) n] lgdf{0f ug{ nfu]sf] xf] . of] ;8s a]n3f/L af6 ;'? eP/ kfrf]sdf cGTo x'G5 . o; ;8ssf] k'glg{df{0f tyf k'g{:yfkgfaf6 lhNnfsf] k"j{ / pQ/ efusf dflg;x?sf] lhNnf ;b/d'sfd tyf b]zsf cGo efu ;Fu ef}lts tyf cfly{s kx'Frdf ;xh x'g hfg]5 . cfof]hgfsf] ljj/0f / ljBdfg jftfj/0fLo l:ylt k|:tfjLt a]n3f/L – cr{naf]6 – nfdfau/ – ;]/fahf/ – lnt'O/] – kfrf]s ;8s ;a} df};ddf rNg] ;8ssf] :t/f]Ggltsf] nflu k|:tfjLt ul/Psf] 5 . ;8ssf] rf}8fO{ ^=@% ld= / hDdf nDafO{ !@=%() ls=dL= 5 Pj+ ;8s pk–cfof]hgfsf] s'n nfut g]=? @%(,)#$,!@(=&$ /x]sf] 5 h;df OlGhlgol/ª nfut g]=? @$!,*(#,)(@=&% /x]sf] 5 . ef}lts jftfj/0f of] ;8s ;d'b|L ;txb]lv %$( dL= sf] prfO{af6 -a]n3f/L_ z'? eP/ ;d'b|L ;txb]lv (&$ dL= prfOdf /x]sf] kfrf]sdf 6+'luG5 . k|:tfljt ;8s pi0f hnjfo' ePsf] If]qdf /x]sf] 5 / hn tyf df};d ljefusf] cg';f/ o; If]qsf] tfks|d clwstd / Go"gtd s|dz @)=%º ;] / #+=#º ;]N;Lo; /x]sf] 5 eg] cf};t jflif{s jiff{ !,&@) ld=ld= /x]sf] 5 -lh=;=; ndh'ª_ . of] ;8s v]tL ul/Psf] hdLg, jg, afFemf] hdLg / a:tL eP/ hfG5 . ;8s lgdf{0fjf6 v]tL u/Lg] hdLg )=%% x], h+un )=@( x], vfnL hUuf !=!# x] / a:tL )=%$ x] gf]S;fgL eO{ ;8sdf kl/j{tg x'g]5 . of] ;8sdf lkmnfO{6, Sjf/hfO6, l;i6 h:tf r§fgx? kfOG5g / o;df Pn'lePn, sf]n'lePn / /]l;l8of]n k|sf/sf df6f]x? kfO{G5g\ . o; ;8s v08 dWo hldgL ;d"xsf] nvf/kf6f / kf]v/f pk–;d"x -ck/ lk|– SoflDa|og b]lv n]6 k]lnof]hf]Os_ cGt{ut klZrd g]kfndf kb{5 . of] ;8s /fgLdf6f kmd{];g / gf+} 8f8fF kmd{];gdf k5{ . ;8s v08df kfgLsf d'Vo >f]tx?df ls;]tL vf]nf -r]= ^±$))_ /x]sf] 5 . k|:tfljs ;8s If]qsf] jfo' tyf kfgL sf] :t/ ;kmf g} /x]sf] b]lvG5 ;fy} Wjlg k|b'if0fsf] ;d:of Go"g 5 . h}ljs jftfj/0f o; ;8ssf] j/Lk/L ;fn, lrnfpg], asfOgf], l;;f} cflb k|hfltsf af]6–la?jf kfO{G5g\ . o; If]qdf kfO{g] d'Vo jGohGt'x?df :ofn, jg la/fnf], af‘Fb/, lrt'jf cflb kb{5g . sfnLh, tLt|], k/]jf, h'/]nL cflb k+IfLx? klg oxfF kfO{G5 . o; ;8sn] s'g} klg ;+/lIft If]q jf dWojtL{ If]q nfO{ 5'b}g t/ of] cfof]hgf ;fd'bflos jg eP/ hfG5 .

;fdflhs tyf cfly{s jftfj/0f o; ;8s tTsflng eft]{, cr{naf]6, >Le~Hofª, gf}y/ / kfrf]s uf= lj= ;= -xfn bf]bL{ ufpFkflnsf_ sf] @ j6f j:tLx?df !^!) dflg;x? -#(* 3/–w'/L_ a;f]af; ub{5g . oL j:tLx?df vfN6fufpF, ;]/fahf/ x'g\ . o; ;8sdf kg]{ j:tLx?df a|fXd0f, If]qL, u'?ª / blnt clb hftLsf] a;f]jf; /x]sf] 5 .

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page ii v]tL–kftL tyf kz'–kfng o; If]qsf] d'Vo k]zf /x]sf] 5 . oxfFsf dflg;x? v]tL–kftLsf] ;fy – ;fy} cGo k]zf h:t} Hofnf dh'b/L, gf]s/L tyf Jofkf/–Joj;fo cflbdf ;+nUg /x]sf 5g\ .

;sf/fTds k|efj oftfoftsf] ;'ljwfn] :yflgo afl;Gbfx?sf] hLjgdf y'k}| ;sf/fTds k|efj kb{5g\ . ;8ssf] k'glg{df{0f ubf{ :yfgLo tyf cGoq a;f]af; ul//x]sf jfl;Gbfx?n] -bIf !#,%!@ / cbIf $^,@#& >dLs lbg_ sf] ?kdf /f]huf/L k|fKt ug]{ 5g\ . o; r/0fdf x'g] cGo nfex/mdf Jofkf/sf] a[l4, pkcfof]hgfn] k|bfg u/]sf] hgr]tgf d'ns tflnd tyf ;8s lgdf{0f sfo{df ;xefuL eO{ lkl8t :yfgLo hgtfsf] ;Lk a[l4 x'g] cj;/ kb{5g\ .

;8ssf] ;+rfngsf] cj:yfdf To; If]qdf vfBfgsf] cfk"lt{df ;'wf/ eO{ cfly{s tyf ;fdflhs :yfoLTj a9\g hfg]5 . ;fy} ;8s oftfoftn] ubf{ u|fdL0f e]ujf6 ahf/ If]q / ahf/ If]qjf6 u|fdL0f e]udf ;]jf tyf ;fdfgx?sf] cf];f/ k;f/ l56f], 5l/tf], ;'ne tyf ;:tf] x'g hfg]5 . a]n3f/L / ;]/fahf/ h:tf If]qdf ahf/ ljsf; eO{ oxfFsf afl;Gbfx?sf] hLjg :t/df ;'wf/ x'g hfg] ;Defjgf 5 . o;sf ;fy} ahf/ If]qsf] ljsf;n] ubf{ hUufsf] d"Nodf ;d]t j[l4 x'g hfg]5 . gsf/fTds k|efj ;8s lgdf{0f ubf{ ef}lts jftfj/0fdf kg]{ gsf/fTds k|efjx?df e":jfldTjsf] k|of]udf jbnfj, le/fnf] hUufdf klx/f] hfg], jfo' tyf kfgLdf k|b"if0f, vg]sf] df6f] hyfefjL kmflnbf kg]{ k|efjx? d'Vo 5g\ . o;} k|sf/ h}ljs k|efj cGt/u{t jg gf]S;fgL x'g'sf] ;fy} jGohGt'sf] a;f]jf;df cK7\of/f] kg{ hfg]5 . ;fd'bflos jgaf6 @&# / lghL hUufaf6 %!( u/L hDdf &(@ ?v x6fOg]5g\ . cfly{s tyf ;fdflhs k|efj cGt/u{t ;8s lgdf{0f ubf{ )=%% x] v]tL ul/g] hdLgdf k|lts'n c;/ kg{ hfg]5 . k|:tfljt ;8ssf] dWo laGb'af6 % ld= bfofF / afofF lgdf{0f ubf{ lghL ;+/rgf cGtu{t !^ j6f 3/x?sf] r]g]h -)±%*), !±!#), !±%$), !±%^), !±^%), @±%#), @±%$) — bfFof / afFof, ^±@@), ^±^^), *±(#), !)±!@), !)±!#), !@±$$), !@±$%) / !@±%$)_, sf7 sf/vfgf r]g]h !±&#), % j6f k;nx?sf] r]g]h -!±%$), !±%&), !±&@), !±(#) / !!±#))_, @ j6f a'+u'/ kmfd{ r]g]h -)±&*) / %±*^)_, * j6f s'v'/f kmfd{ r]g]h -*±($), (±@)), !) ±@%), !) ±&)), !)±&!), !!±^(),!@±!@) / !@±%))_, !) j6f ufO{ uf]7 r]g]h -@±)^), @±@)%, ^±)!), ^±&^), *±(%@, (±%^), (±^^), (±^*), !!±&%) / !@±)*)_, !^ j6f kfnLx?sf] r]g]h -)±&%), !±&&), !±(#), @±)^), @±))), @±@)), @±@*), @±%)), #±%&), #±*(), %±!&)— bfFof / afFof, %±$*), %±^#), &±%)), *±!)), *±^)), *±(%@, *±(^), (±^*), !)±!)), !)±!@), !)±&)), !!±@^), !!±@&) / !@±!^)_, & j6f rkL{x?sf] r]g]h -)±&%), )±&*), !±&&), @±$@), @±$&), @±%!) / !)±!@)_, ^ j6f uf]a/ Uof;x?sf] r]g]h -)±&%), )±&*), @±$@), @±%!) — bfFof / afFof / ^±^^)_, ( j6f 6x/fx?sf] r]g]h -@±*^), %±!$@, ^±&)), (±@)), (±@@), (±@&), !)±&@), !!±^() / !@±!@)_, !) j6f 3/x? cfFugsf] r]g]h -@±%)), @±^)), @±^^), @±%(), @±&@), %±!&) — bfFof / afFof, %±$*), ^±^$) / !)±!))_ / %& j6f kvf{nx?sf] r]g]h -)±*%), )±(*), !±^)), !±&$), !±&&), @±@)%, @±@*)— bfFof / afFof,@±#@), @±$))— bfFof / afFof, @±$@), @±$$), @±$&) — bfFof / afFof # j6f, @±$*) — bfFof / afFof, @±%!) — bfFof / afFof, @±%#), @±%$), @±%*), @±^)), @±^!), @±^$), @±^^), @±&@), @±**), #±*(), #±()), %±*^), %±()), ^±)!), ^±)#), ^±^^), ^±^*), ^±&)), ^±&^), &±%)), *±!)), *±^)), *±(#), *±($%, *±(%@, *±(&) — bfFof / afFof, *±((), (±$&), (±^^), (±&(% — bfFof / afFof, !!±@&), !!±#)), !@±)!&, !@±!^) / !@±$$)_ x6fpg' kg]{ x'G5 . To:t} ;fd'bflos ;+/rgf cGtu{t $ j6f ;fj{hlgs wf/f r]g]h -!±%)), @±#)&, @±#%) / @±%#)_, dlGb/ r]g]h !±(*), @ j6f rf}tf/f

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page iii r]g]h -#±(@% / %±%$)_, :jf:Yo rf}sL r]g]h !@±$%) / l;rfO{ s"nf] -r]g]h %±&))_ x6fpg' kg]{ x'G5 .

;8s ;~rfngsf] r/0fdf ;jf/L ;fwgsf] cfjudgaf6, jiff{ofdsf] kfgLaf6 tyf :yfgLo le/kx/fx/mdf ?v lj/mjf sf6\bf cl:y/tf a9\g uO{ klx/f] hfg ;Sg]5 . ;8s lsgf/fsf gfnL af6 ju]sf] clgolGqt kfgLn] ;8s d'lgsf v]tjf/Ldf e'Ifo x'g ;S5 . ;jf/L ;fwgsf] a[l4n] w'nf] tyf WjgL k|b'if0f a9\g]5 . To;}u/L ;8ssf] ;'wf/ ;+u} jg If]q;Dd ePsf] kx'Frn] ubf{ jg ;Dkbf tyf jGo hGt'df rfk a9\g uO{ jg ;Dkbfsf] gf]S;fgL / hLjhGt'nfO{ c;/ kg{ ;Sg]5 .

;sf/fTds k|efj a9fpg] pkfo 7]s]bf/ / sfdbf/sf nflu ljleGg jftfj/0fLo tyf hgr]tgf d"ns tflndx? -cfocfh{g, OlGhlgol/u+ ;+/rgfsf] lgdf{0f tyf h}ljs k|ljlwsf sfd ;DaGwL_ lbO{g] 5g / k|efljt 3/w'/Lx?nfO{ ;Lkd'ns tflnd . ;8s lgdf{0fsf j|mddf sDtLdf @)% dlxnf ;xeflutf u/fpg k|f]T;fxg ul/G5 . gsf/fTds k|efj Go"lgs/0fsf pkfo le/fnf] hldgnfO{ Aoa:yfkg ug{ jfof]OlGhgLol/Ë -h}ljs_ k|ljlw cGt{ut nHhfjtL, b'af], l;:gf], tLt]kftL, pQL;, sbfd h:tf a'l6ofgx?sf] k|of]u ul/ j[Iff/f]k0f, 9'+u|] kvf{n r] -$+^)) / r] ^+@))) / l/6]lgª kvf{n r] -!)+!))_ ul/g] 5 / To;}u/L tf]lsPsf] :yfg r] -%+#%)) df df6f] kmfNg] sfd ul/g] 5 . 6]jf kvf{n nufO{ df6f] pTvgg\ / kmfNg] sfo{nfO Aoa:yfkg ul/g] 5 . ;8sdf k/]sf] hUuf tyf cGo ;+/rgf, ;Dkltsf] k|fKtL tyf Ifltk"lt{ ;DjlGw s'/fx?nfO{ ;d]6\g 5'§} k'g{jf; of]hgf agfO{Psf] 5 . pkcfof]hgfn] k|efljt 3/–w'/LnfO{ ;Lkd'ns tflnddf k|fyldstf lbg]5 . sfdbf/x?nfO{ sfdsf] k|s[lt cg';f/ ;'/Iffsf ;fwgx? -x]Nd]6, df:s, dkmN;_ lbO{g] 5 / sfdbf/sf] nflu vfg]kfgLsf] cfk"lt{ tyf c:yfO{ vfN6] rkL{x? agfOg] 5g\ . ;fy]} kfgLsf] >f]tdf vlgPsf] df6f] kmflng] 5}g . sfdbf/x?sf] nflu cf}ifwL tyf b'3{6gf aLdfsf] Joj:yf ul/g] 5 .

;8s lgdf{0fsf] nfuL jg If]q k|of]hg ug{ lhNnf jg sfof{no -lh=j=sf=_ af6 l:js[tL lng' kg]{ 5 . o;} k|sf/, ;fd'bflos jgnfO{ Ifltk"lt{ :j?k ^,*@% ?vx? -!M@% sf] cg'kftdf_ j[Iff/f]k0f u/fpg / % aif{ ;Dd ;+/If0f ug{ ;xof]u -;fd'bflos jgnfO{ cg'dflgt nfut g]?= !,)(),@@%=%)_ ;fy} :yfgLo jfl;GbfnfO{ %!( ?vx? !M! sf] cg'kftdf -cg'dflgt nfut g]? #$,#*#=&%_ j[Iff/f]k0f ug{ ;xof]u lbOg]5 .

;8s ;+rfngsf] cj:yfdf ;fgf ;fgf klx/f] tyf df6f]sf v;]sf l9:sfx?nfO{ t'?Gt} plrt k|ljlwaf6 ;kmf ul/g] 5 . 8\fOe/x?nfO ;r]t u/fpg jg, :s"n / cfjf; If]qdf xg{ ahfpg lgif]w ul/Psf ;fOgaf]8{x? /flvg]5g\ . Joj:yLt a:tL ljsf;sf] nflu hgr]tgf hufpg] sfo{s|d ;+rfng ul/g]5g . ;fy} ;+efljt b''3{6gf af6 hf]ufpg pko'Qm ;8s ;'/Iffsf pkfox? cjnDag ul/g]5g\ .

;fj{hlgs k/fdz{ tyf ;"rgf ;fj{hlgs ug]{ k|f/lDes jftfj/0fLo k/LIf0f k|ltj]bg tof/Lsf] nflu jftfj/0fLo ;+/If0f P]g @)%#, jftfj/0fLo ;+/If0f lgodfjnL @)%$ sf] cg';f/ !% lbg] ;fj{hlgs ;'rgf lxdfno 6fOD; b}lgsdf lj=;+= @)&@÷!@÷!* df k|sflzt u/L ;DalGwt tTsflng uf=lj=;=, lh=j=sf=, tTsflng lh=lj=;=, ljBfno, :jf:y rf}sL tyf cGo ;/f]sf/jfnf AolQm jf ;+:yfx?af6 /fo ;'´fa ;+sngsf] nfuL k|sflzt ul/Psf] lyof] . k|f/lDes jftfj/0fLo k/LIf0f agfpg] ;dodf ;8s lgdf{0f glhssf j:tLx?df, lzIfs tyf cGo :yfgLo

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page iv AolStx?;Fu k|:tfljt pkcfof]hgfaf6 kg{ hfg] ;sf/fTds tyf gsf/fTds c;/ jf/] hfgsf/L u/fpg ;fj{hlgs 5nkmn ul/Psf] lyof] . o;}sf] cfwf/df k|f/lDes jftfj/0fLo k/LIf0f k|ltj]bg ;lxt g]kfnL sfo{sf/L ;f/f+z, ;sf/fTds k|efj a9fpg] pkfox? tyf gs/fTds k|efj Go'gLs/0f pkfox? / jftfj/0fLo Joj:yfkg of]hgf ;dfj]z u/L /fo ;'´fjsf] nfuL ;fj{hlgs ul/of] . o;}u/L PlzofnL ljsf; a}+s / /fli6«o k'glg{df0f k|flws/0f af6 k|fKt x'g] /fo ;'´fj ;dfj]z u/L k|fl/Des jftfj/0fLo k/LIf0f k|ltj]bg l:js[ltsf] nflu k7fOof] . l:js[t k|ltj]bg ;/f]sf/jfnf / cGo AolQm jf ;+:yfx?sf] kx'rsf] nfuL ndh'Ë lhNnf ljsf; ;ldltsf] ;'rgf s]Gb|, PlzofnL ljsf; a}+s, /fli6«o k'glgdf{0f k|flws/0f tyf e"sDk cfktsfnLg ;xfotf cfof]hgf (EEAP) sf] j]e;fO6df /flvg]5 .

U'fgf;f] lgbfg ;+oGq (Grievance Redress Mechanism) :yfgLo lgsfo tyf k|efljt AolStx?sf] ;DalGwt u'gf;f]x?nfO{ ;Daf]wg ug{ rf/ txsf] U'fgf;f] lgbfg ;+oGqsf] Aoj:yf ul/Psf] 5 . k|efljt AolStn] cfof]hgf;Fu ;DalGwt hgu'gf;f] p7fpg kfpg]5g\ / o:tf hgu'gf;f]sf] pkcfof]hf :t/b]lv u'gf;f] lgbfg ;ldtL (Grievance Redress Committee) ;Dd ;'g'jfOsf] Aoj:yf ul/Psf] 5 . jftfj/0fLo Aoa:yfkg of]hgf (Environmental Management Plan) o; k|ltj]bgdf jftfj/0fLo Aoa:yfkg of]hgf cGtu{t cfof]hgfaf6 kg]{ ;+efljt c;/x?, c;/x?sf] k|efj, Go"lgs/0f ljlw, cg'udg ljlw tyf sfo{tflnsf k|:tfljt ul/Psf] 5 . o;sf ;fy} Go'lgs/0fsf pkfox?sf] tyf cg'udg sfo{sf] sfof{Gjog ug]{ lhDd]jf/ lgsfox?sf] klg klxrfg ul/Psf] 5 . cg'udgsf nflu cfjZos ef}lts, h}ljs, ;fdflhs–cfly{s tyf ;fF:s[lts jftfj/0fsf ljleGGf cg'udg ;'rfÍx?sf] klg klxrfg ul/Psf] 5 . ;d:6Lut ?kdf cfof]hgf :t/sf] cg'udg ;+l3o dfldnf tyf :yfgLo ljsf; dGqfnosf] jftfj/0fLo Aoa:yfkg zfvfaf6 x'g]5 eg] pkcfof]hgf :t/sf] cg'udg k|To]s lhNnf of]hgf sfof{nodf /x]sf] jftfj/0fLo ;'/Iff sIf (Environmental Safeguard Desk) af6 x'g]5 . jftfj/0f Joj:yfkg of]hgf sfo{fGjog ug{ hDdf ?= !@*,!)),()!=^( vr{ x'g] cg'dfg ul/Psf] 5 . h;dWo] ? !@^,)&^,@(@=!( l;len nfutdf ;dfj]z ul/;lsPsf] 5 . lgisif{ tyf ;'emfjx? a]n3f/L — cr{naf]6 — nfdfau/ — ;]/fahf/ — lnt'O/] — kfrf]s ;8s pk–cfof]hgfsf] k|f/lDes jftfj/0fLo k/LIf0f k|ltj]bgn] ;sf/fTds k|efjx? gsf/fTds k|efjsf] t'ngfdf j9L dxTjk"0f{ /x]sf] / nfdf] ;do;Dd /xg] / gsf/fTds k|efjx? Go"lgs/0f ug{ ;lsg] s'/f b]vfpF5 . of] ;8s pkcfof]hgfsf] :jLs[ltsf] nflu k|f/lDes jftfj/0fLo k/LIf0f k|of{Kt /x]sf] 5 . k|efjx?sf] Go"lgs/0f / ;+nUg jftfj/0fLo Aoa:yfkg of]hgf sfof{Gjog u/L k|:tfljt pkcfof]hgf sfof{Gjogsf] nflu l;kmfl/; ul/G5 .

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page v Executive Summary (English)

Proponent This Initial Environmental Examination (IEE) Report has been prepared for the Rehabilitation and Reconstruction of 12.590 km long all weather district road connecting Belghari of Dordi Rural – 1 (then Bharte VDC) with Pachok of Dordi Rural Municipality – 5 (then Pachok VDC) in . The District Coordination Committee (DCC), Lamjung is the implementing agency at the district level under ADB/SDC and GoN funded Earthquake Emergency Assistance project (EEAP) and the proponent of the IEE study for the road sub- project.

Background EEAP is a project being implemented by convenient loan and grant assistance from ADB, grant technical assistance from Swiss Agency for Development and Cooperation (SDC), counterpart funding from Government of (GoN) participating districts and contributions from project beneficiaries. The goal of the project is to support Government of Nepal to accelerate recovery and reconstruction following the devastating earthquake of 25 April 2015 and the major aftershock of 12 May 2015. The project will support the rebuilding of schools, roads, and district-level government buildings, and strengthen resilience to future disasters.

Rationale of the IEE Preparation of IEE for district road is mandatory according to Act relating to Reconstruction of the Earthquake affected structures 2015, Rule relating to Reconstruction of the Earthquake affected structures 2016, Working procedure relating Environmental Impact Assessment for Reconstruction of the Earthquake affected structures 2016 (first amendment, 2016) as well as ADB Safeguard Policy Statement, 2009. This IEE report of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok road sub-project in Lamjung district is prepared based on the Terms of Reference (ToR) approved 25/03/2016 A.D by the Secretary level decision of the Ministry of Federal Affairs & Local Development (MoFALD). Length of Road in approved ToR was 10.98 km on the basis of initial survey however the detail design of 12.590 km length of road is prepared. Therefore, IEE report has been prepared for the length of 12.590 km length. With the promulgation of Act relating to Reconstruction of the Earthquake affected structures 2015, final IEE report has been submitted to National Reconstruction Authority (NRA) for approval.

Objectives of the IEE study The main objective of the IEE study is to identify the impacts of physical, biological, socio- economic and cultural environment of the sub-project area and recommend practical and site specific environmental mitigation and enhancement measures, prepare and implement environmental management plan for the sub-project.

Methodology The findings and conclusions of the initial environmental examination report are based on the analysis of the information collected from the field from 10 – 20 April 2016 AD by undertaking a walk-through environmental survey along the route and secondary information supplemented by the social and technical teams working on the resettlement survey and detail survey.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page vi Relevancy of the Proposal This road is proposed by EEAP for the construction. The road starts from belghari and ends at pachok. This road will provide easy physical and economical accesses to the people of eastern and northern part to district headquarter () and other parts of the country.

Description of the Project and its Environment The Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok road is a district road and has been proposed for upgrading as reconstruction and rehabilitation for all weather road. The road formation width is 6.25 m and total length of this road is 12.590 km and total estimated project cost is NRs. 259,034,129.74 of which NRs. 241,893,092.75 is civil work cost.

Physical Environment The elevation of road alignment ranges from 549 masl at Belghari to 974 masl at pachok. This sub-project lies in tropical region and the average maximum and minimum temperature is 20.50C and minimum of 3.30C (DCC, Lamjung) respectively. The average annual rainfall in the district is 1,720mm.

The road mainly passes through agricultural land, forest land, Barren land and settlement area. Total of 0.55 ha agricultural land, 0.29 ha forest area, 1.13 ha barren land and 0.54 ha settlement area will be converted to the road built up area.

The road alignment passes through phyllite, quartzite and schists etc. In general soil type along the road can be classified as alluvial soil, colluvial soil and residual soil. The road alignment belongs to the Lakharpata and sub group of Mid-land group (Upper pre- cambrian to Late Paleozoic) of Western Nepal. Majority of road passes through Ranimata formation followed by formation. The alignment passes through kiseti khola (Ch 6+400). Ambient air and water quality in the proposed project area is found to be good and there’s no noise pollution.

Biological Environment The dominant forest species reported along the forest of the proposed road are Sal (Shorea robusta), Chilaune (Schima wallichii), Bakaino (Melia azedarach), Sisau ( Dalbergia sissoo) etc. Syal (Canis aureus), Badar (Macaca mulatta), Janglee Biralo (Felis chaus) and Leopard (Panthera pardus) are the wild animals reported in the forests of proposed road corridor. Similarly, birds are Kalij (Lophura leucomelanos), Pigeon (Columba livia), Titre (Francolinus francolinus) and Jureli (Hypsiperes sp) etc. The road does not fall under any protected or buffer zone area. However, the road alignment passes through community forest.

Socio-economic Environment There are 2 settlements along the ZoI of the proposed road in then Bharte, Archalbot, Shree manjyang, and Pachok VDCs (Dordi Rural Municipality) with population of 1,610 persons (398 households). These settlements are Khalta Gaun and Serabazar. , Chhetri, Gurung and (occupational caste) live within the settlements of this road.

The main occupation of the people residing along the proposed road is agriculture and livestock. People are carrying out other economic activities like working as labor, employment in government and non-government organizations, businesses.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page vii Beneficial Impacts The immediate beneficial impacts from road development are apparent in the construction phase like there will be various employment opportunities (13,512 person day skilled and 46,237 person day unskilled). Other beneficial impacts include enhancement of local business, development in skills of local people from skill developing training, awareness raising training and involvement in the construction of the project.

During operation stage, an improved road access will bring an improvement of food security situation and overall economic and social stability. The road will also provide cheap, safe and fast transport of goods and services from rural areas to urban centers and vice versa. There is a possibility of increased economic opportunities and significant growth and extension of the local markets along the road alignment like in Serabazar and Khalta Gaun settlements. In addition, construction of road will lead to appreciation of land values particularly near the market and settlement areas.

Adverse Impacts The physical adverse impacts during construction of the road will be due to change in land use, slope instability and air, dust and water pollution and indiscriminate spoil disposal. Similarly, biological impacts during construction will be loss of 0.29 ha forest area and disturbance to wildlife and bird habitat. Total of 792 trees, 273 from CFs and 519 from private land will be cleared.

Socio-economic impacts during the construction works will be loss of 0.55 ha agricultural land. During upgrading the road 5m in either side from the center point of the road, 16 houses at ch (0+580, 1+130, 1+540, 1+560, 1+650, 2+530, 2+540 – right and left side, 6+220, 6+660, 8+930, 10+120, 10+130, 12+440, 12+450 and 12+540), sawmill at ch 1+730, 5 shops at ch (1+540, 1+570, 1+720, 1+930 and 11+300), 2 pig farm at ch (0+780 and 5+860), 8 poultry farm at ch ( 8+940, 9+200, 10+250, 10+700, 10+710, 11+690, 12+120 and 12+500), 10 cowshed at ch (2+060, 2+205, 6+010, 6+760, 8+952, 9+560, 9+660, 9+680, 11+750 and 12+080), 16 house pali’s at ch (0+75, 1+770, 1+930, 2+000, 2+060, 2+200, 2+280, 2+500, 3+570, 3+890, 5+170 – right and left side, 5+480, 5+630, 7+500, 8+100, 8+600, 8+952, 8+960, 9+680, 10+100, 10+120, 10+700, 11+260, 11+270 and 12+160), 7 toilets at ch (0+750, 0+780, 1+770, 2+420, 2+470, 2+510, 10+120), 6 biogas at ch (0+750, 0+780, 2+420, 2+510– right and left sides, 6+660), 9 taharas at ch (2+860, 5+142, 6+700, 9+200, 9+220, 9+270, 10+720, 11+690 and 12+120), 10 courtyard at ch (2+500, 2+590, 2+600, 2+660, 2+720, 5+170 – right and left side, 5+480, 6+640 and 10+100) and 57 walls at ch (0+850, 0+980, 1+600, 1+740, 1+770, 2+205, 2+280– right and left side, 2+320, 2+400– right and left side, 2+420, 2+440, 2+470– 3 in no. on both right and left side,2+480 – right and left side, 2+510 – right and left side, 2+530, 2+540, 2+580, 2+600, 2+610, 2+640, 2+660, 2+720, 2+880, 3+890, 3+900, 5+860, 5+900, 6+010, 6+030, 6+660, 6+680, 6+700, 6+760, 7+500, 8+100, 8+600, 8+930, 8+945, 8+952, 8+970 – right and left side, 8+990, 9+470, 9+660, 9+795 – right and left side, 11+270, 11+300, 12+017, 12+160 and 12+440) along the road corridor will be affected. Regarding community structure, four public tap at ch (1+500, 2+307, 2+350 and 2+530), temple at ch 1+980, 2 chautaras at ch 3+925 and 5+540), health post at ch 12+450 and an irrigation canal at ch 5+700 will be affected.

During operation stage, vehicular movement, monsoon rain, grazing of animals and cutting of trees on the unstable slopes might result in slope instability and hence erosion and

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page viii landslides might occur. Flowing water on the side drain of the road might cause erosion of soil on adjacent agricultural land. Vehicular emissions will result in air and noise pollution. Because of easy accessibility to the forest, it will affect forest resources and wildlife.

Benefit Augmentation Measures Life skill training such as income generation activities for affected households, construction of soft engineering structures and bioengineering works for workers will be conducted. Awareness rising and environmental awareness trainings will be provided. More emphasis will be given to women workers as at least 20% workers should be women.

Mitigation Measures Bioengineering includes tree / shrubs as well as grass and bush/hedges plantation includes Lajavati (Mimosa pudica), Dubo (Cynodon dactylon), Sisnu (Urtica dioca), Titepati (Artemisia indica), Bamboo (Bambussa tulda), Utis (Alnus nepalensis), Kadam (Anthocephalus chinensis), construction of gabion wall at ch (4+600 and 6+200) and retaining wall at ch 10+100 will be done to stabilize slopes and spoils will be disposed in identified spoil disposal sites at chainage 5+350 (natural depression). There is provision of toe walls for balancing cut and fill volume. A separate Resettlement Plan (RP) has been prepared to address land and property acquisition as well as compensation issues. The construction of road will be based on Contract. Affected families will be given high priority for employment and skill development trainings. The workers will be provided with helmets, masks, muffles depending on the nature of the construction work. Drinking water facility and temporary pit latrine will be constructed and disposal of excavated materials in the water bodies will be avoided. Workers will be provided with medicines and group accidental insurance facility.

Forestry clearance approval will be obtained from the District Forest Office (DFO) in order to fell tree from the construction site. DFO will be provided support for the compensatory plantation and protection for 5 years of 6,825 trees (with estimated cost of NRs 1,090,225.50) in their CFs (at the ratio of 1:25). Similarly, plantation of 519 trees (estimated cost is NRs. 34,383.75) will be done in private lands (at the ratio of 1:1).

During operation stage, minor landslide and mass wasting will be immediately cleared and slope restored with appropriate technology. Appropriate sign boards will be erected informing drivers about prohibition of blowing horns in the forest areas and potential areas for wildlife crossing. For developing managed settlement, awareness programs will be conducted. Appropriate road safety measures will be applied.

Public Consultation and Information Disclosure As per Environmental Protection Act 1997 and Environmental Protection Rules 1997, 15 days public notice was published on 31/03/2016 A.D in Himalaya Times national Nepali daily newspaper seeking written opinions from concerned then VDCs, then DDC, DFO, CFUGs, schools, health posts and related local organizations. Public consultation was done with the local people living near the proposed road, teachers and local leaders during the preparation of IEE report. Similarly, meetings were held with the local community in order to aware them of incoming road sub-project and to identify the possible beneficial and adverse impacts due to this sub-project.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page ix IEE report along with executive summary, identified impacts, recommended benefit augmentation and mitigation measures and EMP will be prepared in Nepali language for public disclosure. Likewise, after the incorporation of comments from ADB and NRA, final IEE report has been send for approval. The approved IEE report will be accessible to interested parties and the general public through the information center of Lamjung DCC and websites of NRA, ADB and EEAP.

Grievance Redress Mechanism A four level Grievance Redress Mechanism has been provision in project to address the grievances of local bodies and affected person. Affected person can register grievances related to project. These grievances will be addressed from sub-project level to Grievance Redress Committee (GRC).

Environmental Management Plan An Environmental Management Plan (EMP) has been proposed with present report including issues identified, possible effects and impacts, measures for their mitigation and monitoring method and schedule. Different monitoring indicators on physical, biological, socio-economic and cultural environment have also identified. Overall project level monitoring will be conducted through the environmental management section (EMS) of NRA whereas the sub- project level monitoring will be arranged through safeguard desk in each DTO. For the implementation of EMP, total amount of NRs. 128,100,901.69 has been proposed. Out of which, NRs 126,076,292.19 has been included in civil work cost already.

Conclusion and Recommendation The IEE study of the proposed Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok road sub-project reveals that the benefits from the implementation of the proposed road project are more significant and long term in nature against the adverse impacts most of which could be mitigated or avoided. Therefore, this IEE is sufficient for approval of the proposed road sub-project. This sub-project is recommended for the implementation with the incorporation of mitigation measures and environmental management.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page x ABBREVIATIONS

ADB Asian Development Bank AP Affected Person CBO Community Based Organization CDC Compensation Determination Committee, CDO Chief District Officer CF Community Forest CFUG Community Forest Users Group Ch Chainage CISC Central Implementation Support Consultants CITES Convention on International Trade in Endangered Species CLPIU Central Level Project Implementation Unit CR Critically Endangered DADO District Agriculture Development Office DCC District Coordination Committee DDC District Development Committee DFO District Forest Office/Office DIA Direct Impact Area DIMU District Implementation Management Unit DISC District Implementation and Support Consultant DoLIDAR Department of Local Infrastructure Development and Agricultural Roads DOR Department of Road DLPIU District Level Project Implementation Unit DPR Detail Project Report DRCN District Road Core Network DSC Design and Supervision Consultant DTO District Technical Office EA Executing Agency EARF Environmental Assessment Review Framework EEAP Earthquake Emergency Assistance Project EFLG Environment Friendly Local Governance Framework EIA Environmental Impact Assessment EMG Environmental Management Guidelines EMP Environmental Management Plan EMS Environmental Management Section EN Endangered EPA Environmental Protection Act EPR Environmental Protection Rules FGD Focus Group Discussion GESI Gender Equality and Social Inclusion GHG Green House Gases GO/NGO Governmental Organization/ Non-Governmental Organization GoN Government of Nepal GRC Grievance Redress Committee Ha Hectare Hh Household

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page xi IIA Indirect Impact Area ILO International Labour Organization IUCN International Union for Conservation of Nature LAC Local Area Committee LC Least Concern LDO Local Development Officer LEP Labour based, environment friendly and participatory LR/nt Lower Risk/Near Threatened MoFALD Ministry of Federal Affairs & Local Development NAPA National Adaptation Program of Action NCB National Competitive Bidding NRA National Reconstruction Authority NRs Nepali Rupees NTFPs Non Timber Forest Products PIU Project Implementation Unit PMC Project Management Consultant PMU Project Management Unit RM Rural Municipality RoW Right of Way RP Resettlement Plan SDC Swiss Agency for Development and Cooperation SEA Strategic Environmental Assessment STI Sexually Transmitted Infections TMO Transport Management Office ToR Terms of Reference UN United Nation VDC Village Development Committee ZoI Zone of Influence

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page xii Table of Contents 1. Introduction ...... 1 1.1. Background ...... 1 1.2. Implementing Unit ...... 2 1.3. Consultant ...... 3 1.4. Objectives of the ToR ...... 3 1.5. Objectives of the IEE ...... 4 1.6. Rationale of the Study ...... 4 1.7. Limitations of the Study: ...... 5 2. Detail on Reconstruction/Rehabilitation Work ...... 6 2.1. Location and Access ...... 6 2.2. Salient Features of the Sub-project ...... 9 2.3. Components and Activities of the Sub-project ...... 10 2.4. Implementation Schedule ...... 10 2.5. Human Resource ...... 11 2.6. Land Requirement ...... 11 2.7. Cost and Benefit ...... 11 2.8. Imapct Zone ...... 12 2.9. Environment Protection Policy ...... 12 3. Methodology Adopted ...... 13 3.1. Desk Study and Literature Review ...... 13 3.2. Project Area Delineation ...... 14 3.3. Field Investigation ...... 15 3.4. Initial Interaction and Public Consultation ...... 16 3.5. Database Preparation, Interpretation, Identification, Prediction and Evaluation of Impact ...... 17 3.6. Study Team ...... 19 3.7. Information Disclosure ...... 19 4. Description of the Existing Environment ...... 20 4.1. Physical Environment ...... 20 4.2. Biological Environment ...... 24 4.3. Socio-economic and Cultural Environment ...... 27 4.4. Status due to Earthquake: ...... 34 5. Impacts of Reconstruction Plan Implementation on Environment ...... 36 5.1. Beneficial Impacts ...... 36 5.2. Adverse Impacts ...... 38 5.3. Climate Change Impacts ...... 42 5.4. Cumulative Impact ...... 44 6. Analysis of Alternatives ...... 46 6.1. No Action Alternative ...... 46 6.2. Proposal Alternatives ...... 46 6.3. Alternative Alignment ...... 46 6.4. Alternative Design and Construction Approach ...... 46 6.5. Alternative Schedule and Process ...... 46 6.6. Alternative Resources ...... 47 6.7. No Forest Alternative ...... 47 7. Environmental Impact, Augumentation, Remedial and Mitigation Measures ...... 48

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page xiii 7.1. Mitigation Measures during Pre-construction Phase ...... 48 7.2. Beneficial and Benefit Augmentation Measures ...... 48 7.3. Adverse Impacts Mitigation Measures ...... 49 7.4. Climate Change Impacts ...... 55 8. Legal Framework and Regulatory Requirements for the Project ...... 56 9. Environmental Management Plan ...... 61 9.1. Institutions and Their Roles ...... 61 9.2. Implementation of Benefit Augmentation and Mitigation Measures ...... 64 9.3. Mitigation Cost for Executing the Environmental Management Plan ...... 78 9.4. Matters to be Monitored while Implementing the Proposal ...... 80 9.5. Monitoring Parameters ...... 81 9.6. Monitoring Indicators ...... 83 9.7. Grievance Redress Mechanism ...... 90 10. Conclusion and Recommendation ...... 93 References ...... 94

List of Tables Table 1: Restructuring of Affected VDCs of Lamjung District...... 2 Table 2 : Salient Features of the Sub-project ...... 9 Table 3: Sub-project Implementation Schedule ...... 10 Table 4 : Required Land to Acquire for the Road Construction ...... 11 Table 5: Categories of Several Project Affected Areas ...... 14 Table 6: Summary of Meeting Minutes ...... 17 Table 7: Summary of the Surface Geology along the Road Alignment ...... 20 Table 8: Land Use Type along the Road ...... 22 Table 9: Forest along Road ...... 25 Table 10: List of Protected Flora and Fauna Found along the Project Area ...... 26 Table 11: Rural Municipality along the Road ...... 28 Table 12: Distribution of Population with Household along the ZoI ...... 28 Table 13: Major Existing Agricultural Production (Cereals, Cash Crops, Livestock) ...... 30 Table 14: Summary of Public Educational Institution according to Settlement ...... 31 Table 15: Scope of Proposed Linkage ...... 33 Table 16: Religious, Cultural and Historical Sites ...... 33 Table 17: Summary of Affected Households by the Sub-project ...... 34 Table 18: Types of Climate Change Impacts, Possible Consequences for Transport and Insight from Climate Change Scenarios on Regions Affected and Associated Level of Confidence ...... 43 Table 19: Review of Environmental Acts, Regulations and Guidelines ...... 56 Table 20: Institutions and their Roles ...... 61 Table 21: Likely Beneficial Impacts and Enhancement Measures ...... 65 Table 22 : Likely Adverse Impacts and Proposed Mitigation Measures ...... 67 Table 23: Environemntal Monitoring Cost ...... 79 Table 24: Estimate for Environmental Enhancement and Mitigation Measures ...... 79 Table 25: Monitoring Indicators Selected for this IEE ...... 83 Table 26: Compliance Monitoring for Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Sub-project ...... 85

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page xiv Table 27: Impact/Effect Monitoring of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Sub-project ...... 87

List of Figures

Figure 1: Map showing Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road in Lamjung District ...... 6 Figure 2: Map showing Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road ...... 7 Figure 3: Ecological Map of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road ...... 8 Figure 4 : Geological Map of the Road Alignment and Surrounding Area ...... 21 Figure 5: Seismic Risk Map of Nepal (Source: Bajracharya, 1994) ...... 23 Figure 6: Percentage of HHs with Occupation ...... 29 Figure 7: Land Holding Pattern of Settlements along the Road Corridor ...... 32 Figure 8: Number of Households belonging to different Food Security Category ...... 32 Figure 9: Earthquake Affected Districts ...... 35 Figure 10: Environnemental Management Organisation Structure ...... 64 Figure 11: Flow Diagram for Grievance Redress Mechanism ...... 91

Appendices Appendix I: Approved ToR for IEE Study ...... 96 Appendix II: Climate Change Checklist ...... 108 Appendix III: Rapid Environmental Assessment (REA) Checklist ...... 111 Appendix IV: Environmental Checklist ...... 116 Appendix V: Project Cost ...... 127 Appendix VI: Spoil for hauage beyond 1km ...... 138 Appendix VII: Public Notice ...... 156 Appendix VIII: Deed of Enquiry (Muchulka) ...... 159 Appendix IX: Recommendation Letters ...... 172 Appendix X: Meeting Minutes with Local People ...... 177 Appendix XI: Socio-economic Data of Sub-project Area ...... 180 Appendix XII: Name of Organization Contacted ...... 182 Appendix XIII: List of Persons Contacted ...... 183 Appendix XIV: Trees to be Cut Down ...... 184 Appendix XV: Detail Information of Affected structure ...... 201 Appendix XVI: Photographs ...... 242

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page xv 1. Introduction 1.1. Background 1. Earthquake Emergency Assistance Project (EEAP) is a project being implemented with the loan financing of ADB, Swiss technical support and counterpart funding from the Government of Nepal (GoN). EEAP will support GoN to accelerate recovery and reconstruction following the devastating earthquake of 25 April 2015 and the major aftershock of 12 May 2015. The Project covers 12 affected districts2 in eastern, middle and western development region of Nepal. The project will support rebuilding of schools, roads and district-level government buildings, and strengthening resilience to future disasters. A total of 450 km district roads damaged by the earthquakes and landslides will be rehabilitated and reconstructed under the EEAP. Project roads and bridges will be rehabilitated following the Build Back Better features for road safety and climate resilience.

2. Earthquake Emergency Assistance Project (EEAP) under the Ministry of Federal Affairs and Local Development (MoFALD) is the implementing agency for the district roads sub-component. EEAP has established a Central Level Project Implementation Unit (CLPIU), headed by Project Manager to implement the rehabilitation and reconstruction program. CLPIU is supported through its District Level Project Implementation Unit (DLPIU). The technical and environmental supervision is supported by DCC/DTO with cleanup reinstatement of the construction sites.

1.1.1. Relevancy of the Sub-project 3. The road passes through Dordi Rural Municipality (then Bharte, Archalbot, Shree Manjyang, Nauthar and Pachok VDCs). This road links and provides accessibility to people of eastern and northern part of Lamjung with district headquarters. In addition people of nearby then VDCs like , , Elampokhari, and Phaleni will be benefitted.

4. Construction of this road will provide easy physical and economical access to the people within zone of influence (ZoI). This road can serve as a means and catalyst for different development activities like water supply, irrigation, health and education in the area. Local productions can get market with improved transportation facility so that people from the area may have better earning opportunities. Moreover, this road will save considerable travel time and improve income generation potentials, enhance commercial opportunities and improve market accessibility. This road will also provide short-term employment opportunity by engaging the rural poor people in construction of the road. Such people based development efforts will reinstall economic activities in the area by creating long term employment and other opportunities too.

5. Environmental safeguard measures are vital in order to assess the environmental consequences of the proposed rural road for rehabilitation and upgrading in order to suggest appropriate, practical and site specific mitigation and augmentation measures. Hence, the terms of reference (ToR) is prepared to conduct an IEE of of Belghari – Archalbot – Lamabagar – Serabazar- Lituere - Pachok Road, Lamjung District under EEAP.

2 , Bhaktapur, Lalitpur, Kavrepalanchok, Dolakha, Ramechhap, Solukhumbu, Okhaldhunga, Chitwan, Gorkha, Lamjung and Sinduli

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 1 1.1.2. Restructuring at Local Level 6. Government of Nepal has declared the name, number, boundary, ward’s boundary of 744 rural municipality and municipality with 481 rural , 246 municipalities, 13 sub-metropolitan cities, 4 metropolitan cities. The restructured bodies have come into force with the publication of notice by MoFALD in Nepal Gazette on 10th March, 2017. The village assembly and municipal assembly will make decision on this after the election in rural municipality and municipality.

7. With the publication of this notice by GoN, old local bodies like VDCs/DDCs are dissolved. A previous VDC has virtually turned into ward(s) of the municipality or ward(s) of Rural Municipality (RM). MoFALD has circulated local level administrative operation order, 2073 for continuing and managing services at local level until the elected members take over the rural municipality, municipality and district assembly. DDC will be operated in name of District coordination committee (DCC). The duties and responsibilities of DDC will be carried by DCC. Project run by DDC will be run by DCC for this fiscal year. Multi-year project run by DDC, funded by GON and donor agencies, will be operated as per decision of ministry. This report presents the role and responsibility of institution for implementing environment management plan in a model, before the publication of restructuring notice. The role and responsibility has and further will be automatically transferred to concerned agencies as GoN decision related to restructuring of local level.

8. The project affected then Archalbot, Bharte, Shree Manjyang, Nauthar and Pachok VDCs has also been restructured and the project affected wards all VDCs have been merged as Dordi Rural municipality(please refer Table 1 for detail). Then office of nauthar VDC will be the centre of Dordi Rural Municipality. Office of then DDC, Lamjung has been acting as office of district coordination committee.

Table 1: Restructuring of Affected VDCs of Lamjung District

VDCs mentioned in Ward of then VDC Current reformation report Bharte 1-9 Dordi Rural Municipality – 1 Archalbot 1-9 Dordi Rural Municipality – 2 Shree Manjyang 1-9 Dordi Rural Municipality – 3 Nauthar 1-9 Dordi Rural Municipality – 4 Pachok 1-9 Dordi Rural Municipality – 5

1.2. Implementing Unit 9. This IEE Report has been prepared for the construction of 12.590 km long district road for rehabilitation and reconstruction, connecting Belghari of Dordi Rural Municipality (then Bharte VDC) with Pachok of Dordi Rural Municipality (then Pachok VDC) in Lamjung District.

10. The District Coordination Committee (DCC), Lamjung is the implementing agency at the district level under Earthquake Emergency Assistance Project (EEAP) and the proponent of the Initial Environmental Examination (IEE) study for the rehabilitation and reconstruction of road sub-project.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 2 Address: District Coordination Committe, Lamjung Phone: 066-520144/250219 Email: [email protected] Fax: 066-520143 Website: http://www.ddclamjung.gov.np/

1.3. Consultant Central Implementation Support Consultant (CISC) Earthquake Emergency Assistance Project (EEAP) Ekantakuna, Lalitpur P.O. Box 113 Telephone No: 977-1-5543142/43 Fax No: 977-1-5543144 E-mail: [email protected] website: www.drilpnepal.org

Af-Iteco Ltd., Switzerland acting as Central Implementation Support Consultant of EEAP has awarded consultancy services to the Joint Venture of BEAM Consultants Pvt. Ltd, Cemeca Consultant Pvt. Ltd and Digicon Engineering Consult Pvt. Ltd.

BEAM Consultants Pvt. Ltd Sanepa, Lalitpur, Nepal Tel: 01-5542783/ 5520577 Website:http://www.beamconsultant.com Email: [email protected]

1.4. Objectives of the ToR 11. The ToR acts as a guideline for the preparation of Initial Environmental Examination (IEE) study for the sub-project to fulfill the requirements of act/rule and working procedure of GoN as well as ADB Safeguard Policy Statement, 2009. Besides, other specific objectives of the ToR were:

 To identify the different environmental issues that are consequences of the Sub-project activities  To delineate the specific activities to perform on IEE study,  To identify all the potential beneficial and adverse impacts likely to arise as a result of the implementation of the Sub-project,  To set out a time frame with the required expert manpower for carrying out the IEE study together with the necessary budget required,  To systematize the Working Procedures,  To identify data requirements and describe methodologies to collect data and information,  To provide framework for accomplishing the work within specified timeframe.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 3 1.5. Objectives of the IEE 12. The main objective of the IEE is to identify the impacts of physical, biological, socio- economic and cultural environment of the sub-project area and to propose mitigation measures to avoid, mitigate, reduce and minimize such impacts. The specific objectives of the proposed IEE study include to:

 identify the major issues that may arise as a result of proposed works on bio-physical, socioeconomic and cultural environment of the project area  recommend practical and site specific environmental mitigation and enhancement measures, prepare and implement environmental monitoring plan for the sub-project  make sure that IEE is sufficient for the proposed road sub-project  Provide information on the general environmental setting of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok area as baseline data.

1.6. Rationale of the Study 13. An IEE of the upgrading road is necessary in order to assess the environmental consequences of the rural road construction activities and suggest appropriate, practical and site specific mitigation and enhancement measures. This is District road core network (DRCN)3 according to Nepal Rural Road Standard (2055) 1st Revision, September 2012 of the Department of Local Infrastructure Development and Agricultural Roads. Therefore, it is a legal requirement by the Government of Nepal (GoN) according to Act relating to Reconstruction of the Earthquake Affected Structures 2015, Rules relating to Reconstruction of the Earthquake Affected Structures 2016, working procedure relating with Environmental Impact Assessment for Reconstruction of the Earthquake affected structures 2016 (first amendment, 2016).

14. Preparation of IEE report by concerned District Coordination Committee (DCC) and approval of IEE report by the National Reconstruction Authority (NRA) according to Nepali legal provision is considered sufficient and Nepali legal provisions in essence satisfy ADB's requirements. EEAP falls under category "B" project where IEE is mandatory for all sub projects according to Safeguard Policy Statement, 2009 of ADB.

15. This IEE report of road sub-project in Lamjung district is prepared based on the Terms of Reference (ToR) approved on 2072/12/18 B.S. (31/03/2016A.D) by the Secretary level decision of Ministry of Federal Affairs & Local Development (MoFALD) which is given in Appendix I With the promulgation of Act relating to Reconstruction of the Earthquake affected structures 2015, Final IEE report has been submitted to National Reconstruction Authority (NRA) for approval.

16. Total road length in ToR was 10.98 km which was roughly estimated but during the final design survey exact length was 12.590 km therefore final detail design report was prepared for 12.590 km and IEE report had been prepared accordingly. Climate change checklist as given in Appendix II and Rapid Environmental Assessment (REA) Checklist as

3 A Road within the district joining a VDC headquarter (HQ or a growth centre to the district HQ directly or via other VDC(s), a neighboring district HQ or the strategic road network is called “district road core network”. Other roads which are not included in this network are village road.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 4 given in Appendix III and environmental checklist (Appendix IV) were also considered during IEE report preparation.

1.7. Limitations of the Study: 17. The study has following limitations:

 Site specific EMP has to be prepared during the construction phase.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 5 2. Detail on Reconstruction/Rehabilitation Work 2.1. Location and Access

18. The proposed Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok road sub-project lies in the northern part of Lamjung district in western Development Region of Nepal. It starts from Belghari of Dordi Rural Municipality – 1 (then Bharte VDC) at altitude of 547 masl and ends at Pachok of Dordi Rural Municipality – 5 (then Pachok VDC) at an altitude of 974 masl. It passes through 2 major settlements: Archalbot and Serabazar. The road does not pass through any protected areas, historically and archaeologically sensitive areas.

19. The road sub-project is accessible through Dumre-Besi sahar highway. The road head of sub-project starts at 1.5 km Northern East from Bhoteodhar of Dumre-Besi sahar highway.

20. The location of the road is illustrated by the Figure 1, 2 and ecological features by the Figure 3.

Figure 1: Map showing Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road in Lamjung District

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 6

Figure 2: Map showing Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 7

Figure 3: Ecological Map of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 8 2.2. Salient Features of the Sub-project Table 2 : Salient Features of the Sub-project Parameter Descriptions Start point Belghari of Dordi Rural Municipality – 1 (then Bharte VDC) End point Pachok of Dordi Rural Municipality – 5 (then Pachok VDC) Project starting date April, 2016 Project ending date June, 2019 Geographical features Terrain Hilly Alignment Rolling and Hilly Altitude 549 m to 974 m Altitude at starting point 549 m Altitude at ending point 974 m Climate Tropical decidious Soil Alluvial and colluvial soil Classification of road District Road Core Network (DRCN) Length of Road 12.590 km Standard of Pavement Gravel & Bituminous (Premix Carpeting) Construction period Three years Design speed 20 km per hour Minimum radius in 10 m horizontal curve Average grade 8% Maximum grade 12% DTMP code 37DR026 Name of settlements Khalta Gaun and Sera bazar No. of households 398 RM along the road Dordi Rural Municipality (then VDCs – Bharte, Archalbot, Shree manjyang, Nauthar and Pachok) Cross-section Right of way 10 m on either side from centerline of the road Formation width 6.25 m Carriage way 3.75 m Retaining structures Stone Masonry wall 6,225.60 m3 Gabion Retaining & 5,196 m3 Breast wall Bioengineering works NRs.1,214,627.11 Earthwork Cutting 179,243.10 m3. Filling 33,999.49 m3. Total Civil Cost (NRs.) NRs. 241,893,092.75 Total EMP cost (NRs.) 128,100.901.69 (of which 126,076,292.19 included in civil cost, 1,524,609.50 is Environment mitigation cost and 250,000 is for monitoring cost)

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 9 Parameter Descriptions Total Project cost* NRs. 259,034,129.74 Employment generation Skilled 13,512 person days Unskilled 46,237 person days

2.3. Components and Activities of the Sub-project 21. Total length of the road is 12.590 km with 6.25 m formation width. This earthen road has been proposed for gravelling and blacktop as upgrading for rehabilitation and reconstruction. The pavement design for graveled road is based on TRL Overseas Road Note 31 (Fourth Edition). Project components are: construction of structures like toe wall, retaining wall, breast wall as well as earthwork like site clearance. Bioengineering, spoil disposal management, compensatory plantation are the activities during the construction of this road sub-project.

2.3.1. Construction Approach 22. Implementation of road sub-project works shall be carried out employing Labour by the contractor with following features:

 Use of local people as labour, hand tools and small equipment, rather than heavy machinery for construction.  Balancing cut and fills as far as possible and managing excess spoil.  Use of bio-engineering techniques with integrated use of vegetation, simple civil engineering structures and proper water management systems for slope protection.

2.3.2. Construction Materials Required 23. Regarding construction materials, stone and aggregates can be procured from Marsyangdi River that is about 1 km from the starting point of the road. Other construction materials such as cement, reinforcement, home pipes can be procured from Besishahar, 13 km from the starting point i.e. Ch. 0+000. However, the machine made fabricated wire for Gabion wall can be procured from Gorkha, 45 km away from the starting point.

2.4. Implementation Schedule 24. Following Table 3 shows the proposed implementation schedule for the sub-project :

Table 3: Sub-project Implementation Schedule

S.N Activities 2016 2017 2018

I II III IV I II III IV I II III IV

1 Detailed survey, design and estimate

2 Preparation of resettlement plan 2.1 Life skill and income generation training

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 10 S.N Activities 2016 2017 2018

I II III IV I II III IV I II III IV

3 Environmental Assessment and Implementation 3.1 IEE report preparation and approval from NRA and ADB 3.2 Implementation of EMP

3.3 Environmental Monitoring

4 Work Implementation

4.1 Civil construction work by Contractor

Note: I - January, February, March II - April, May, June III - July, August, September IV - October, November, December

2.5. Human Resource 25. The project requires both skilled and unkilled human resource. Total 13,512 person days skilled and 46,237 person days unskilled human resource are required to carryout civil work activities.

2.6. Land Requirement 26. Land use pattern of the area through which the road passes have been classified into four types: settlement area, agricultural land, forest land and barren land. The road requires 2.52 ha of additional land for the reconstruction and rehabilitation of road. 0.54 ha of settlement area, 1.13 of barren land, 0.55 ha of agriculture land and 0.29 ha of forest is required for as shown in Table 4.

Table 4 : Required Land to Acquire for the Road Construction

Type of land Length Existing Additional Existing Additional Total area (m) width (m) width (m) area (ha) area (ha)

Built up area 2720 4.25 2 1.16 0.54 1.70 Barren land 5650 4.25 2 2.40 1.13 3.53 Agriculture land 2760 4.25 2 1.17 0.55 1.73 Forest 1460 4.25 2 0.62 0.29 0.91 Total 12590 5.35 2.52 7.87 (Source: Field survey, 2016)

2.7. Cost and Benefit 27. Length of this road is 12.590 km and formation width is 6.25 m. Total project cost of the road is estimated NRs. 259,034,129.74 and civil work cost is NRs. 241,893,092.75 (Refer Appendix V). This road links and provides accessibility to people of eastern and

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 11 northern part of Lamjung with district headquarters. In addition people of nearby then VDCs like Bichaur, Dudhpokhari, Elampokhari, Dhodeni and Phaleni will be benefitted.

2.8. Imapct Zone 28. The project will have direct impact on ward 1,2,3,4 and 5 of Dordi Rural Municipality (then Bharte, Archalbot, Shree manjyang, Nauthar and Pachok VDCs) and indirect impact on remaining wards of Dordi Rural Municipality of Lamjung district. Detail on delination of impact zone is given in Chapter 3, Table 5.

2.9. Environment Protection Policy 29. The project has aimed to carry out rehabilitation and reconstruction activities in build back better features for road safety and climate resilience. The project activities are primarily guided as per National Reconstruction and Rehabilitation Policy, 2072 B.S., Act relating to Reconstruction of the Earthquake affected structures 2072 B.S., Rule relating to Reconstruction of the Earthquake affected structures 2072 B.S. Project has carried out IEE study and prepared the report as per the Work Procedure Related with Environmental Impact Assessment for Rehabilitation of Earthquake Affected Structures (First Ammendment, 2016 A.D.) and Environment Assessment and Review Framework (EARF) of ADB.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 12 3. Methodology Adopted 30. Necessary information was generated through field study and literature review to accommodate all issues as included in the approved ToR to analyze environmental impacts on physical, biological, socio-economic and cultural issues. Primary level of information was generated through questionnaires, checklists (Appendix IV) and data sheets walkthrough survey. Secondary information was collected through reports, profiles, maps etc. Total sub- project cost was estimated and given in Appendix V.

31. ToR was approved as per EPA 1997 and EPR 1997. The IEE approach, methodology and procedure were followed according to the provisions of the Act relating to Reconstruction of the Earthquake Affected Structures 2015, Rules relating to Reconstruction of the Earthquake Affected Structures 2016, working procedure relating with Environmental Impact Assessment for Reconstruction of the Earthquake affected structures 2016 and first amendment (2016). It followed methodology suggested in the approved ToR for IEE Study (review of literature, sample survey/inspections/observations making simple measurements, discussion with communities and other stakeholders, and IEE team judgment). According to working procedure relating with Environmental Impact Assessment for Reconstruction of the Earthquake affected structures 2016, 7 days notice had to be published in national daily newspaper. However, 15 days public notice was published in 2072/12/18 B.S. (31/03/2016 A.D), Himalaya Times, a national level daily newspaper (Appendix VII) seeking written opinion from concerned then VDCs, DFO, then DDC, schools, health posts and related local organizations; immediately after approval of ToR as per EPA 1997 and EPR 1997.

32. A copy of the public notice was also affixed in the above mentioned organizations and a deed of enquiry (muchulka) was collected (see Appendix VIII). Recommendation letters were obtained from concerned then VDCs and CFUGs as given in Appendix IX. Furthermore, local people were contacted and interviewed to solicit information. Focus group discussions (FGDs) were held within the various settlements along the ZoI (one and half hours walk from the centerline of the road or 5 km distance). Meeting minutes are given in Appendix X. Socioeconomic data of households within road corridor were analyzed and summarized in Appendix XI. The district level officials, then VDCs and community groups were also contacted to verify information (Appendix XII & XIII). Based on the analysis of information the impacts have been identified, mitigation measures prepared and monitoring plan has been developed.

3.1. Desk Study and Literature Review 33. IEE study team collected and reviewed the available secondary sources of information for physical, biological, socio-econmic and cultural envionment. a. Physical Environment 34. From various available sources of secondary information (e.g. Topographical Map, Regional Geological Map, DHM, MoPE, and information on topography, geology and precipitations, temperatures were reviewed and collected.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 13 b. Biological Environment 35. The important secondary sources of information were reviewed from relevant literatures including other projects IEE/EIA reports, then VDC Profiles, and websites of MoPE, DoF, MoFSC, and DNPWC. c. Socio-economic and Cultural Environment 36. During desk study necessary secondary data and information were gathered from related organizations/institutions. These documents were reviewed and relevant information for the study was assembled.

3.1.1. Preparation of Household Survey Questionnaire, FGD and Checklists 37. During desk study the survey tools such as household survey questionnaire, FGD and environemntal checklists were prepared for physical, biological and socio-econmoic and cultural environment, based on the ToR for IEE study.

3.2. Project Area Delineation 38. The project influence area and the impact area were identified during the preparation of ToR. Such areas were delineated based on the field conditions and nature of project development using the similar past experiences of the experts involved in the IEE process. Based on the environmental impacts of the project, the project-affected areas are classified as the following Table 5.

Table 5: Categories of Several Project Affected Areas

Category Description

Directly Impact Area Construction areas of project activities. Such area includes (ward level) the formation width, Right of Way (RoW), and ancillary structure sites camp facilities area, excavation area /quarry sites and stock piling sites including their access components. (Considering administrative boundary: Dordi Rural Municipality – 1,2,3,4 and 5) Indirectly Impact Area Immediate areas of construction with moderate and low (RM level) impacts. Such area covers area beyond the DIA and within 100 meters each side from the centerline of road including a buffer area of about 100 meters from the ancillary structure sites. (Considering administrative boundary: Dordi Rural Municipality) Zone of Influence 1.5 hours walk from the road within the settlement of then (Settlement level) project VDCs (Bharte, Archalbot, Shree manjyang, Nauthar and Pachok), excluding zone of influence of similar or higher category roads) through which the road traverse. Project Affected District Project district, the districts where the project shall be implemented, Lamjung District

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 14 3.3. Field Investigation 39. Field investigation of the project area was carried out by a multidisciplinary IEE study team. During field investigation, different tools (i.e checklists, questionnaires, and guidelines) were used individually for each component of environment. In addition to, during field visit data and information gathered through secondary information were also validated. Various steps used as per domin are discussed as follows. a. Physical Environment 40. The main techniques used to investigate physical environment include direct observation and study of the topography and consultation with locals. Applying such approach, information and data on physical environment such as topography/terrain types, land use, geology, soils, slope stability, landslide/soil erosion prone zones were generated and gathered.

41. The information and data on topography/terrain types (i.e elevation, aspects, and slopes) were generated with the help of GPS, tpographic maps), google earth image, and compass. Then the investigated data and information were gathered systemically. Regional eological map, geological hammer, measuring tape and digital camera as per need including checklist were used for investigation of necessary data and information. Surface geology of the road alignment was measured and described in the site.

42. Slope stability and natural hazards information were investigated through topography/terrain observation and with consultation of local people. Likewise, landslide and soil erosion prone sections were observed critically. Field investigation was based mainly on site observation and key informants' interviews.

43. Present air, water and noise pollution’s qualitative data was collected through direct observation, consultation with local people. Study of land use types was carried out mainly through field observation with the help of strip map, topographical maps and consultation with local key informants. During detailed field investigation land use data available from Walkthrough Survey was also verified. b. Biological Environment 44. Relevant information and data were collected through alignment walkthrough, discussions with knowledgeable key informants, CFUGs and other stakeholders at the site. In general, possible impact on forest area, especially on road formation width (i.e. especially 6.25 m including areas with drains and other structures) were discussed. Name and address of forest with chainage, forest type by management, existing road width in forest area. Name and number of trees species to be cut from each forest and private land were identified with the help of member of CFUG. Total eneumeration was done for tree loss assessment. For information on terrestrial as well as avifauna, consultation was done with member of CFUGs and other forest user groups, and key informants involved in the forest related activities including local knowledgeable persons. Data on NTFPs was collected through direct observation and consultation with locals.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 15 c. Socio-economic and Cultural Environment 45. Local enumerators and assistants were hired for administrating household survey questionnaire from the project affected area. They were trained on survey methodology, tools and process to identify likely affected land plots and their owners for household census survey. Then, the trained local enumerators and assistants were mobilized for administrating household survey and data collection. The Socio-economic Surveyor supervised the enumerators whereas the Socioeconomist and the Team Leader monitored the data collection process in the field. Field survey for collection of baseline data/information on socio-economic and cultural environment was conducted in the proposed project area (i.e. road alignment from Belghari of Dordi Rural Municipality – 1 (then Bharte VDC) with Pachok of Dordi Rural Municipality – 5 (then Pachok VDC).

Households (HHs) Survey 46. The detailed household survey was carried out with all project affected households whose land and other properties (e.g. structures, fruit, fodder, timber trees) was to be fallen within corridor of impact and would be permanently acquired. The project affected households were identified after delineating likely affected parcels of land on Cadastral Survey Map and with the help of local key informants especially who were involved in walk through survey time. Trained local enumerators visited each identified households and interviewed the household heads or/ available respondents and filled out the survey forms under direct supervision of Socio-economic Surveyor and monitoring by the Socio- economist.

Focus Group Discussion (FGD) 47. This method was administrated with local community within the major clusters / locations. In general, the participants were local persons of the affected households including other households from the project community. The discussions was focussed to record the existing baseline socioeconomic condition including opinion, issues and concerns of the project affected people and stakeholders related to the proposed road project. The FGD also gave opportunities to interact with the concerned public and stakeholders, to know their concern, views and suggestions on road alignment route and location, land acquisition, relocation of private and public infrastructure and utilities, including other social issues and concerns, and to know their view on likely environmental issues/impacts and suggestions and advices need to be considered in the IEE study.

Key Informants Interview (KII)/Stakeholder Consultation and Observation 48. The KII technique was applied among the key informants and the relevant stakeholders such as local elite people, community leaders, school principles / teachers, business and governmental and nongovernmental organizations / institutions. With the help of KII technique information on socioeconomic and cultural environments and also potential impacts due to project intervention were gathered. In addition, overall observations were made and photographs were taken to cross check the data and information.

3.4. Initial Interaction and Public Consultation 49. During the IEE report preparation, district project team met, discussed and interacted with concerned staff of the Government of Nepal, then DDC, municipality, then VDC in the district head quarter and teachers, community based organization member and knowledgeable key persons of surrounding areas within the Zone of Influence (ZoI).

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 16 50. In order to ensure public involvement, the following procedures were followed during IEE report preparation: Publication of notice - a 15 days public notice was published on2072/12/18 B.S. (31/03/2016 A.D) in Himalaya Times, a national Nepali daily newspaper, (see Appendix VII) seeking written opinion from concerned RM (then VDCs), DCC (then DDC), schools, health posts and related local organizations. A copy of the public notice was also affixed in the above mentioned organizations and a deed of enquiry (muchulka) was collected (see Appendix VIII for deed of inquiry). Recommendation letters were also obtained from then Archalbot, Bharte, Shree manjyahng, Nauthar and Pachok VDCs and Raniswara, Kerabari and Shikra CFUGs as given in Appendix IX.

51. The IEE team carried out interactions with local communities and related stakeholders during the field survey to collect public concerns and suggestions. Moreover, focus group discussions were conducted to collect and solicit information regarding the bio- physical, socio-economic and cultural aspects of Belghari – Archalbot – Lamabagar – Serabazar – Lituere – Pachok road sub-project. A summary of meeting minutes with local people is given in Table 6 and the meeting minutes are in Appendix X.

Table 6: Summary of Meeting Minutes

No. of Place for Issues and Decisions of SN Date Participants Public Meeting Meeting Male Female Khalta Gaun, Complete the work as soon as 2073/01/03 Dordi RM – 2 possible to reduce pollution due to 1 BS 14 4 (then Archalbot dust particles.

VDC-9 Complete the work as soon as possible to reduce pollution due to Serabazar, dust particles 2073/01/03 Dordi RM – 4 And wanted the road through the 2 18 3 BS (then Nauthar settlement area for the villagers of VDC-1) Shree manjyang VDC. Chance for the local people for work during construction period. (Source: Field survey, 2016)

3.5. Database Preparation, Interpretation, Identification, Prediction and Evaluation of Impact a. Data Analysis and Interpretation 52. The required data for the study was collected through primary and secondary source as mentioned above and database was prepared. The collected data was analyzed qualitatively and quantitatively to establish existing baseline information on physical, biological, socio-economic and cultural environment. Data and information from the questionnaires/checklists were entered on processing data entry layout. Data analysis and interpretation of physical, biological and socio-economic and cultural environments were

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 17 carried out by the respective domain specialists. Then interpretation was made based on the results obtained. In brief these are presented here under.

Physical Environment 53. The collected existing baseline condition information and data on such as topography (i.e. elevation, aspect, and slope), geology and soil type were analyzed. Similarly, qualitative data on air, water and noise pollution status were analyesd. For instances, measure discontinuities data were used for slope stability assessment. Likewise, slope stability in rocks was analyzed with the help of dip version 5.1. The output of analyzed information and data were interpreted in logical, sequential and consistent order.

Biological Environment 54. The biological environmental information (e.g. tree and wildlife species, and bird species) collected from primary and secondary sources were tabulated. Forest type with management ownership was mentioned. Then the recorded species were compared and verified to the list prepared by IUCN Red Data Book, CITES and List of Endangered, Rare and Threatened Plant Species published by GoN.

Socio-economic and Cultural Environment 55. The collected socio-economic data were entered in MS Excel 2010 and processed as required. Similalrly, qualitative data related to socio-economic and cultural environment was analysed to create the existing baseline. Suggestions made by the local people and stakeholders' during public consultation was was considered for benefit augmentation measures and mitigation measures for adverse impacts are proposed. b. Impact Identification, Prediction and Evaluation Method

Impact Identification 56. Based on field visit observation and consultation meeting with local, issues that may trigger due to project intervention were identified and prioritized. From the exercise both types of beneficial and adverse impacts were identified for IEE study. The impacts were categorized as per environmental domain (i.e physical, biological, and socio-economic and cultural environments). Likewise; an impact that may trigger under different phases of project implementation (i.e. construction and operation) was also taken into account for the assessment.

Impact Prediction 57. Extrapolative (i.e. predictions on the basis of past and present data, and trend analysis), and experts` experience and judgment (applying past experience and knowledge of the experts) methods were applied for impact prediction on the basis of identified impacts.

Impact Assessment/Evaluation: 58. The assessment of environmental impacts was derived exclusively from the baseline environmental conditions of the affected environment with the project activities in relation to spatial and temporal aspects in terms of magnitude, extent and duration of impacts. The impacts have been predicted in terms of their magnitude (minor, moderate and high), extent (site specific, local and regional) and duration (short, medium and long term). Evaluation of the level of significance of impacts was made based on prevailing legislative setup,

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 18 numerical values with scoring (National EIA Guideline, 1993), consultation with stakeholders, expert’s past experience and other criteria.

3.6. Study Team 59. Field survey comprised of walkthrough survey, consultation with community, site inspection and observation. Data collection was done from 10/04/2016 to 19/04/2016 AD (2072/12/28 BS to 2073/01/07 BS) by the the IEE study team. The study team members are listed below:

Team Member: Dr. Madhav Giri – Environment Expert Ms. Nita Adhikari – Environment Expert Ms. RamanKala Majakoti – Environment Expert Mr. Tulsi Giri – Sociologist Mr. Madan Neupane – Geologist Mr. Hari Shrestha –Road Engineer Mr. Ram Prasad Pathak – Biologist

3.7. Information Disclosure 60. A draft IEE report along with the executive summary, identified impacts, recommended mitigation measures and the EMP in Nepali language has been prepared and distributed to the stakeholders and the concerned RM for public disclosure. The draft IEE report will also be kept in information centre of DCC Lamjung for public disclosure. Information was also disseminated through person to person contacts, interviews and group discussions. The approved IEE report will be accessible to interested parties and the general public through the information centre of Lamjung DCC and websites of EEAP. The following offices will get the approved IEE report:

1. District Coordination Committee, Lamjung 2. District Technical Office, Lamjung 3. Dordi Rural Municipality, Lamjung 4. National Reconstruction Authority 5. Ministry of Population and Environment 6. Asian Development Bank, Nepal Resident Mission 7. Central Level Project Implementation Unit – Earthquake Emergency Assistance project

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 19 4. Description of the Existing Environment 61. The baseline information on the existing physical, biological as well as socio- economic and cultural environment of the proposed sub-project are described as follows:

4.1. Physical Environment 62. The section describes the physical condition of the area that comes under the ZoI of the road section along its entire length and surrounding area.

4.1.1. Topography and Geomorphology Geology and Soil type 63. Geologically, road lies in the Higher Himalaya of the Western Nepal, consists of medium grade metamorphic rocks. The road passes through alluvial, colluvial and residual soil deposits and exposed bed rock in some sections. Thickness of colluvial and residual soil deposits range from 1 to more than 3 m. The natural hill slope ranges from 5 to 65 degrees. The road alignment belongs to the Lakharpata and Pokhara sub group of Mid-land group (Upper pre-cambrian to Late Paleozoic) of Western Nepal. Majority of road passes through Ranimata formation followed by Naudanda formation. The details of the geology of the road is given in the Table 7 below:

Table 7: Summary of the Surface Geology along the Road Alignment

S.N. Chainage Geology and Details soil From To 1 0+000 8+100 Ranimata Fine grained dark green biotite and Formation quarzitic mica schists, occasionally garnetiferous interbedded with impure strongly micaceous quarzite. 2 8+100 12+590 Naudanda White massive fine to medium Formation grained quartzites with ripple marks interbedded with green chloritic phyllites. (Source: Field Survey 2016)

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 20

Figure 4 : Geological Map of the Road Alignment and Surrounding Area

Landslides and Slope Stability 64. Slope Stability depends on the existing geological structures, lithology of the rock units, soil type, topography and hydrological condition of the particular sides. The active gully and rills in the colluvium surface exhibits high mass waste phenomena. The slope with loose colluvium soil is highly susceptible to sliding after water saturation due to increased pore water pressure, which ultimately increases the driving force.

65. Very few cut slope failures are observed along the road alignment. There is very less chances of occurring failure because of opposite natural hill slope. Some landslide prone areas observed along the alignment area are from Chainage 7+500 to 7+540 and from Chainage 7+640 to 7+660.

66. Along the road alignment where the loose soil exposed and prone area of the groundwater, it is suggested to manage the drainage surface water and apply the bioengineering works.

4.1.2. Land Use 67. Land use pattern of the area through which the road passes have been classified into four types: settlement area, agricultural land, forest land and barren land as shown in Table 8 below.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 21 Table 8: Land Use Type along the Road

Chainage Length (m) Land use From To 0+000 0+200 200 Agricultural land 0+200 1+500 1300 Forest 1+500 2+000 500 Settlement area 2+000 2+400 400 Agricultural land 2+400 2+900 500 Barren land 2+900 3+500 600 Agricultural land 3+500 3+890 390 Barren land 3+890 3+900 10 Forest 3+900 4+300 400 Agricultural land 4+300 5+300 1000 Barren land 5+300 6+050 750 Agricultural land 6+050 6+220 170 Barren land 6+220 6+800 580 Settlement area 6+800 6+950 150 Forest 6+950 8+590 1640 Settlement area 8+590 9+000 410 Agricultural land 9+000 12+590 3590 Barren land Total 12590 (Source: Field survey, 2016)

4.1.3. Climate and Hydrology 68. The climate is dominated by topographical variations. The subproject has sub- tropical climatic condition with average maximum temperature of 20.5°C and average minimum of 3.3°C (DHM, 2016). The average annual rainfall of the district is 1,720 mm. The road crosses small stream Hadi khola (ch 3+944).

69. The alignment crosses Kiseti Khola at chainage 6+400 requiring bridge and culvert Landslide and erosion prone area from chainage 7+500 to 7+540 and 7+640 to 7+660. Though most of the road passes through hill area, there are no significant problems of active landslides.

4.1.4. Air, Noise and Water Quality Ambient Air Quality 70. This is existing road alignment; however air quality observed is normal as no heavy vehicle runs in this road.

Noise 71. The proposed area does not have any sources of noise nuisance.

Water Quality 72. Water quality in the proposed road section is observed to be good and there is no biotic interference. There is no defecation problem observed near and around the drinking

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 22

4.2. Biological Environment 4.2.1. Vegetation & Forest 74. The project area is dominated by trees characteristic of Tropical Forest like Sal (Shorea robusta), at lower elevations and Sub-tropical Broadleaved Forest like Chilaune (Schima wallichii) and Katush (Castanopsis indica) at higher elevations. Additionally, there are representations of Sub-tropical Uttis (Alnus nepalensis) Forest.

75. Species namely, Saal (Shorea robusta), Katus (Castanopsis indica), Chilaune (Schima wallichii), Uttis (Alnus nepalensis), Salla (Pinus roxburghii) are the dominated species found in the road side. Harro (Terminalia chebula), Barro (Terminalia bellirica), Garjo lahara (Tinospora cordifolia), Gujargano (Stephania spp), Kauso (Mucuna prurita), Amriso (Thysanolaena maxima), Ban Karela (Momordica charantia), Titepati (Artemisia spp), Bojho (Acorus calamus) etcare NTFP reported along the forests of the proposed road. The road passes through 3 Community Forest (CF). The details of the community forests are given in Table 9.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 24 Table 9: Forest along Road Name of Chainage Affected Main Floral Species Total HH Mammals Found Birds Found along C.F Forest Length area of No. along the C.F From To (m) Forest (ha) Raniswara 0+200 1+500 1300 Chilaune (Schima 54.17 126 Dumsi (Hystrix Kalij (Lophura leucomelanos), sakharpauwa wallichii), Bakaino (Melia indica), Deer Pigeon (Columba livia), Dhukur CF azedarach), Lapsi (Muntiacus (Streptopella senegalensis), (Choerospondias muntjak), Titre (Francolinus francolinus), axillaris), Badhar Banbiralo (Felis Jureli (Hypsiperes sp), Gauthali (Artocarpus lakoocha) chaus) (Hirundapus caudacutus) Kerabari CF 3+890 3+900 10 Chilaune (Schima 57.60 301 Dumsi (Hystrix Kalij (Lophura leucomelanos), wallichii) indica), Deer Pigeon (Columba livia), Dhukur (Muntiacus (Streptopella senegalensis), muntjak), Titre (Francolinus francolinus), Banbiralo (Felis Jureli (Hypsiperes sp), Crow chaus), Shyal (Corvus splendens), and (Canis aureus), Sparrow (Passer domesticus) and Badar (Macaca mulatta) Sikhra CF 6+800 6+950 150 Bakaino (Melia 28.17 82 Dumsi (Hystrix Kalij (Lophura leucomelanos), azedarach), indica), Deer Dhukur (Streptopella Chilaune (Schima (Muntiacus senegalensis), Titre (Francolinus wallichii), muntjak), francolinus), Crow (Corvus Sal (Shorea robusta), Banbiralo (Felis splendens), Gauthali Sisau (Dalbergia sisoo) chaus), Shyal (Hirundapus caudacutus) (Canis aureus), and Badar (Macaca mulatta) Total 1,460 (Source: Field survey, 2016)

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 25 4.2.2. Mammals 76. Jackal (Canis aureus), Monkey (Macaca mulatta), Lokharke (Ratufa bicolor), Nyauri Musa (Herpestes urva), Deer (Muntiacus muntjak), Janglee Biralo (Felis chaus), Fyauro (Vulpes vulpes), Leopard (Panthera pardus) are the wild animals reported in the forests of proposed road area.

4.2.3. Birds 77. Similarly, birds reported in the forests of the road alignments are Kalij (Lophura leucomelanos), Pigeon (Columba livia), Dhukur (Streptopella senegalensis), Titre (Francolinus francolinus), Jureli (Hypsiperes sp), Crow (Corvus splendens), Sparrow (Passer domesticus), Gauthali (Hirundapus caudacutus) etc.

4.2.4. Protected Flora and Fauna 78. Species namely, Shorea robusta protected plant species and they are banned for felling, transportation and export under the Forest Regulations, 1995 (amended in 2001). Further, Acacia catechu falls under the threatened category of IUCN status. The sub-project corridor provides habitat for different types of mammals. The mammals found along the road corridor are Badar (Macaca mulatta) and Jackal (Canis aureus) etc.

79. The protected flora and fauna found in the forest along road corridor area given in Table 10.

Table 10: List of Protected Flora and Fauna Found along the Project Area

SN Local Scientific Remarks Name Name IUCN 2008 CITES Code GoN 1 Badar Macaca NT Appendix II4 mulatta 2 Kalij Lophura LC leucomelanos 3 Deer Muntiacus LC muntjak 4 Banbiralo Felis chaus LC Appendix II 5 Jackal Canis aureus LC 6 Pegion Columba livia LC 7 Sal Shorea Banned for felling, robusta transporatation and export for commercial purpose. Note: NT= Near Threatened, LC = Least Concern, (Source: Field survey, 2016)

80. Number and species of trees directly affected by the road is given in Appendix XIV. The road does not fall under any protected or buffer zone area.

4 Species not yet threatened, but which could become endangered if trade is not controlled

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 26 4.2.5. Fish 81. Fishes found in the river area are Asala (Schizothoraichthys progastus), Goira (Acanthocobitis botia), Til kabre (Myersglanis blythii), Singhe (Heteropneustes fossilis) and Hile (Channa orientalis) etc.

4.3. Socio-economic and Cultural Environment 4.3.1. District Context 82. The proposed road lies in Lamjung district. According to CBS 2011, the total population of the district is 167,724 living in 42,079 households with male population 75,913 (45.26%) and female 91,811 (54.74%). Lamjung district has population density of 99. The average family size is 3.99. Different castes living there and are Gurung, Brahmin, Chhetri, Newer, Damai, Kami, Sarki, Tamang, Newar and Magar etc. The common language is Nepali. Among the 42,079HH, 15,970 households were absentee. Out of 42,079HH, 37,032 HH use water from pipeline, 1,422 from covered and uncoverd kuwa, 3,131 HH use spout and remaining household depends on other source of water. In term of energy for cooking, 29,255 HH use firewood, 7,997 use LP gas, 4,364 use Bio-gas and remaining household use kerosene, electricity etc. Most of the household (32,302) use electricity for lightning, followed by 6,155 HH using kerosene, 12,792 household have solar panel also and few households uses other source of lightening sources. 8,041 HH had not constructed toilet, remaing HH have toilet with/without flush system.

4.3.2. Indirect Impact Area 83. Dordi Rural Municipality is one of the local level of Lamjung District out of 8 local levels. It has 9 wards and according to census 2011, 18,392 people live in here. It has 350.93 square km area. Its center is in the office of previous Nauthar V.D.C. and Dudhpokhari Rural Municipality are in the east, Marsyandi Rural Municipality and Besisahar Municipality are in the west, Marsyandi Rural Municipality and Gorkha District are in the north and Municipality, Municipality and Dudhpokhari Rural Municipality are in the south of Dordi Rural Municipality. Previous Bharte V.D.C. (all wards), previous Archalbot V.D.C. (all wards), previous Shree Manjyang V.D.C. (all wards), previous Nauthar V.D.C. (all wards), previous Pachowk V.D.C (all wards), previous Dhodeni V.D.C (all wards), previous Faleni V.D.C. (all wards),previous V.D.C. (all wards) and previous V.D.C.(1, 2, 3, 4, 5, 6, 7 & 8 wards) are included in this newly made rural municipality. Different castes lives there and are Chhetree, – Hill, Tamang, Newar, Kami, Gurung, Sarki, Sanyasi/Dashnami, Tamang, Newari, Nepali, Gurung etc language. Most of the people are Hindu followed by few Buddhist.

4.3.3. Direct Impact Area 84. Road passes through the Dordi Rural Municipality with 2,572 HH and 10,315 populations (please refer Table 11 for detail) with 4,613 male population (44.72%) and 5,702 female population (55.28%). Among the 2,572 HHs, 979 household were absentee.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 27 Table 11: Rural Municipality along the Road

Then VDC Population Averag Restructured Total Caste/ Ethnic e HH RM HHs Distribution

Male Female Total Size

Archalbot Dordi Rural 424 703 902 1605 3.99 Brahmin/ Chhetri, Gurung, VDC Municipality – 2 Gharti and Bharte VDc Dordi Rural 584 963 1276 2239 3.83 Brahmin/ Chhetri, Gurung, Municipality – 1 Gharti and Dalits Shree Dordi Rural 473 808 971 1779 3.76 Brahmin/ Chhetri, Gurung, manjyang Municipality – 3 Newar, Tamang and VDC Dalits Nauthar Dordi Rural 530 990 1233 2223 4.19 Gurung, Tamang, VDC Municipality – 4 Brahmin/ Chhetri, and Dalits Pachok VDC Dordi Rural 561 1149 1320 2469 4.4 Gurung, Tamang, Municipality – 5 Brahmin/ Chhetri, and Dalits Total 2,572 4,613 5,702 10315 (Source: CBS 2011)

85. Out of 2,572 HH, 2,170 use water from pipeline, 149 HH from covered and uncoverd kuwa, 239 HH uses Spout facility and remaining household depends on other source of water. In term of energy for cooking, 2,314 HH use firewood, 148 HH uses Bio-gas,101 use LP gas and remaining household use kerosene, electricity etc. Most of the household (1,865) use electricity for lightning, followed by 459 HH using kerosene, 105 household have solar panel also, 2 HH uses Bio-gas and few households uses other source of lightening sources. 1,044 HH had not constructed toilet, remaing HH have toilet with/without flush system.

4.3.4. Zone of influence Population Distribution, Caste/Ethnicity and Occupation 86. There are 2 major settlements named Khalta gaun and Serabazar along the road. The proposed road passes through Dordi Rural Municipality (then Archalbot, Bharte, Shree manjyang, Nauthar and Pachok VDCs) with the total population of 1,610 persons with 45.53% of male and 54.47% of female distributed in 398 Household (HHS) as shown in Table 12. Brahmin, Chhetri, Gurung and Dalits (occupational caste) live within all the settlements of the proposed road.

Table 12: Distribution of Population with Household along the ZoI

Total Population SN Settlement VDC & Ward Caste/Ethnicity HHs Male Female Total (then Archalbot- Brahmin, Chhetri, 1 Khalta Gaun 145 250 375 625 9) Dordi RM-2 Gurung and

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 28 Total Population SN Settlement VDC & Ward Caste/Ethnicity HHs Male Female Total Occupational castes. (then Nauthar-2) Brahmin, Chhetri, 2 Serabazar Dordi RM-4 253 483 502 985 Gurung and Occupational castes. Total 398 733 877 1,610

Percentage 45.53 54.47 100 (Source: Field Survey, 2016)

87. All of the households are 100.00 involved in agriculture and 100 Agriculture & Livestock livestock5 (please refer Figure 6). 90 80 High number of household are 70 Labour & Porter engaged in labour work (43.22%). 60 Some households (2.51%) are 50 43.22 Business / Commerce engaged in business and 40 percentage percentage commerce. Very less households 30 GO / NGO Employees (1.76%) are employed in 20 government/non-government 10 2.51 1.76 organization. Details are shown in 0 Appendix XIa. Occupation

(Source: Field survey, 2016) Figure 6: Percentage of HHs with Occupation Local Economy 88. The economy of the area is predominantly agriculture based. However, about half of the households are engaged in labour and porter work. With growing closeness of the project area with market centers and district headquarters, farming as well as market linkage of alainchi, ambriso, vegetables and goat in a commercial manner seems to gain momentum in presence of transportation facility.

Migration Pattern 89. People from very few of the households only 81 households temporarily migrates to various parts of Nepal for quality education, wage and labour works. Likewise, migration for more than 6 months is in different parts of Nepal i.e. Kathmandu, chitwan and pokhara. Details of migration pattern according to the settlements are shown in Appendix XIb.

Farming Pattern 90. Major crops that are cultivated in the project area are Rice, wheat, millet, and maize etc. Major cash crops grown are potato, beans, vegetables and mustard oil seeds etc. Details of farming pattern of the people according to the settlements are shown in Table 13.

5From the graph it shows that the agriculture and livestock is primary occupation for all the people living in road corridor and they have secondary occupation as well.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 29 Livestock 91. Cows, buffaloes, goat, pig, poultry and Bee-keeping are main livestock reared along the ZoI of the proposed road. Details of livestock rearing pattern of the people according to the settlements are shown in Table 13.

Table 13: Major Existing Agricultural Production (Cereals, Cash Crops, Livestock)

Settlement Cereals cash crops Livestock and Crops Fisheries Rice Rice Wheat Maize Millet Oil Seeds Beans/Dal Potato Vegetables Fruits Tea/Coffee Amriso Others Cattle Goat Sheep Pig Poultry Bee-keeping Khalta 2 1 4 3 7 8 3 2 1 6 5 4 1 2 0 4 3 5 Gaun Serabazar 3 2 4 1 4 2 1 3 0 0 0 0 3 1 4 6 2 5

Industry, Trade and Commerce 92. Some local people are engaged in grocery and tea shop. The area has potentiality of fruits like papaya, guava, banana and vegetables such as potato, garlic, turmeric and the livestock rearing such as cow, goat, and pig farming. The major items that are exported from project area are potato, garlic and fruits like papaya and banana also cash crops like millet, barley, ambriso, alainchi, and coffee. Goods of daily commodities are major imports in the project area, which includes salt, sugar, packed food items, spices, clothes and other items of daily uses. Average travel time ranges from 10 minutes to 3 hours to reach the settlement from the road head. Average transportation cost by porter is from NRs. 3 to 5/Kg and by vehicles is NRs. 2-4/Kg.

Business Facilities 93. There are no any lodges and restaurants along the road corridor. Likewise, 15 HHs in both settlements are engaged in running tea shops and 6 grocery shops. There are two tailoring facilities in both the settlements. Details about business and commerce according to the settlements are shown in Appendix XIc.

Public Services and Infrastructures 94. There are various social sector facilities and infrastructure in different settlements as given below. Details about business and commerce according to the settlements are shown in Appendix XIc.

Communication and Electricity 95. All of the households have electricity from national grid line called Lamjung central electricity users organization. However, none of the households have electricity from solar system and electricity supply from micro hydro. All households use mobile for communication purpose.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 30 Education, Health 96. There are 2 high schools one each in Archalbot and Nauthar with 1,310 students. There is 2 primary School one each in Archalbot and Nauthar with 610 students located in majority of the settlements of project ZoI. Detail of Education facility is shown in Table 14.

Table 14: Summary of Public Educational Institution according to Settlement

Settlement Educational institute High School Primary School Total No. Student Total No. Student

Khalta Gaun 1 750 1 376 Serabazar 1 560 1 234 Grand total 2 1310 2 610

97. There are 1 health posts at Khalta gaun settlement and 1 veterinary at Serabazar settlement.

Water Supply and Sanitation 98. People of project area depend on either gravity flow or spring/dug wells for drinking water. All households have taps and 24 spring/dug wells in Khalta gaun and 2 in Serabazar are distributed all over the settlement within ZoI.

99. All the households have permanent toilet facility in all the settlements within ZoI.

Irrigation 100. Irrigation facility is available to one-third of the total land. Farmers depend on rain water for irrigation during summer season.

Other Infrastructure 101. There are no water mills and wooden bridges, 5 suspension bridges, 1 weaving industry and 4 rice and flour mills, 5 cooperatives, 2 ghats, 12 community centers and 1 hatia/ bazar.

Community Development Facilities 102. There are 22 community organizations found in all settlements. These are CFUGs, agricultural groups, mother’s group and youth clubs etc.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 31

Table 15: Scope of Proposed Linkage

Directly benefited Settlement Sector Description of potential development Khalta Gaun Agriculture,  Cheap and quick transportation facility, Education, employment in construction activities, Employment  Easy access to varieties of seeds, tools generation, and market linkage to agricultural and non- Transportation, agricultural production, Health & Tourism  Build new infrastructure,  Market extension,  Quick transport of books and stationary,  Timely treatment and availability of medical facilities,  Increase in land value, Serabazar  Tourism promotion.

Religious, Cultural and Historical Sites 107. Religious, cultural and aesthetic site within the ZoI are mentioned in the Table 16. However, these sites are not affected by the construction of the road.

Table 16: Religious, Cultural and Historical Sites

Location From Description (importance/ present Settlement Resource Road status) Elim Temple 1km Kalika Temple 2 Km Completely destroyed due to Chipleti Devi Temple 2 Km Earthquake Phaatka Devi 500m Temple 200m Cultural aspect but completely Kulayan Temple 1km Khalta Gaun destroyed due to Earthquake View tower for tourism but completely destroyed due to Danda Devi 1km Earthquake (chaite dashain, ekadasi) Scenic beauty and festivals (chaite Triveni Dham 1km dashain, ekadasi) Bhangeri Temple 10 min Religious value and Cultural aspect Gumba 15min but completely destroyed due to Church 20min Earthquake Sera bazaar Gadhi 5km View tower for tourism but Chautanyodhaya 10 min completely destroyed due to high school Earthquake

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 33 4.3.5. Socio-economic Profile of the Project Affected Households 108. A detailed socio-economic survey was conducted to investigate affected households status. The affected families were included only within the road length. The road affects 267 families along the road alignment. The socio – economic survey was carried for 148 families (55.43%) as interviewed households and others are as absentee households. The interviewed households have 834 populations with average 5.64 family sizes. The area is inhabited by janajati, Bramhin and Chhetri community. Out of total interviewed families, 63 are janajati, 11 are dalits and 64 are Brahmin/Chhetri. The detail is given in the Table 17 below.

Table 17: Summary of Affected Households by the Sub-project

S.N. Variable Count 1 Total affected households 267 2 Interviewed HHs 148 3 Non-Interviewed HHs 119 4 Female headed HHs 7 5 Dalit HHs 11 6 Janajati HHs 63 7 Brahmin/Chhetri HHs 64 8 Newar HHs 10 (Source: Households Survey, January 2017, RP)

109. The survey showed that the maximum families are engaged in agricultural activities and few are involved non-agricultural activities. The average agricultural income of the 148 affected families is NRs 122247.97 annually. Similarly, the average food sufficiency of the APs from their own agriculture production is 9.18 months. However, the APs major income source is the non-agricultural sector which remains unaffected by the sub-project. The APs are involved in small business activities, like grocery shop, tea shop, restaurants etc. The other non-agricultural incomes of the interviewed HHs are remittance, private and government services and wage labor. The APs will be incorporated in Income Restoration and Rehabilitation Training program under RP.

4.4. Status due to Earthquake: 110. Most rural homes badly damaged and people are forced to live in tents. 91% of houses destroyed, 318 human casualties, and 548 of 594 government schools are destroyed (as reported in District-wise summary record). Most of the houses of ZoI are damaged by the earthquake. The devastating earthquake mostly destroyed the physical properties rather than human beings.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 34

(Source: GoN/MoHA as of 21 May 2015 ) Figure 9: Earthquake Affected Districts 111. The epicenter of an earthquake on 25 April 2015 was near Lamjung District. Most of the major damage and casualties took place in nearby Kathmandu, Nepal's capital. The death toll for the earthquake was placed at over 8,800. However, only four deaths were reported in Lamjung District. Lamjung is the district with the 20th most deaths in Nepal. The village of Bichaur, , Dudhpokhari, Gauda, and are the most affected in Lamjung district. Assistant Sub Inspector Bir Bahadur Thapa Magar has identified the four deaths in Lamjung District as Gurung, 18, of Ilampokhari village, Nepti Tamang, 91, of Gaudu village, Sher Bahadur Tamang, 62, of Gaudu village and three-and-a- half month old Sumit Bika of Gauda village. Twenty-five people were injured in Lamjung District. Local police estimate 2,094 houses were completely destroyed while another 2,129 houses were partially damaged in Lamjung District.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 35 5. Impacts of Reconstruction Plan Implementation on Environment 112. The identification and assessment of impacts has been carried out by considering the proposed proposal activities examined in terms of the construction and operation stage. Several such impacts have been identified based on site observation, field survey and information obtained from the stakeholders, with a few being identified on value judgment. The impact of the activities will be on physical, biological, socio-economic and cultural resources within the ZoI. Impacts from the proposed road sub project can be both beneficial as well as adverse. Most of the identified impacts have been quantified as far as possible. The impacts have been identified, predicted and evaluated in terms of their magnitude (low, moderate and high), extent (site specific, local and regional) and duration (short, medium and long term) and appropriate benefit enhancement and mitigation measures are given in Chapter 7.

5.1. Beneficial Impacts 5.1.1. Construction Phase Employment Generation and Increase in Income 113. One of the major direct beneficial impacts of the road during the construction stage is the creation of employment opportunities for the external manpowers and womens. The road construction will create 46,237 unskilled person days and 13,512 skilled person days as jobs. There will be positive impacts in other economic activities in a chained manner creating other income generating activities like lodging and fooding for the workers. This is one of the indirect and significant impacts of the projects but it is of short-term and local in nature. At least one-fifth Involvement of women and disadvantaged groups will be done.

Enterprise Development and Business Promotion 114. During the construction period, different types of commercial activities will come into operation in order to meet the demand of workers. Since they will have good purchasing power, they will regularly demand for different types of food, beverage and other daily necessary items. To meet these demands, many local and outside people may operate a number of small shops and restaurants around the vicinity of the construction sites. Various farm based enterprises, including a wide range of agricultural and livestock products, will also gain momentum as a result of increased demand by laborers during construction. This will increase local trade and business in the area during construction period. The impact is also direct, low, local and short term in nature.

Rent from land acquired temporarily during construction 115. During the construction period there is a need to acquire private land temporarily in order to set up campsite, stockpile the construction materials, etc. Thus, the local people whose land has been acquired for such purposes will be provided with the rent of his land. This will ultimately enhance his income and serve positively to upgrade the economic status of his family. However, this positive impact will be of low magnitude, short term and site specific in nature.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 36 Women Empowerment 116. All the people will be benefited from the road construction. However, women may be benefited more from improved access to the market centers and various service providing agencies like health centers, banks, training institutions, women development office etc. 20% of women participation in labour work and bio-engineering and plantation activities during the construction of road. Frequency of visit to such agencies will increase awareness level and empower them. The project will have indirect, significant, local and long-term impact.

5.1.2. Operation Phase Improvement in Accessibility and Saving of Time and Transportation Cost 117. Construction of road will enhance the access of people to social services, and quick transportation of goods. Travelling time will be reduced by half and the cost of transportation will be cheaper by around two times. This is the direct, regional impacts and will have long- term benefits. Regular maintenance of the road will be done by the DCC/DTO.

Access to Inputs and Services 118. Once the road project is completed, the people living within the road corridor will have easy access to cities and markets. This will enhance the transaction of goods and access to social services. Access to input and services will increase, which will be cheaper due to transportation facility. People should have cheaper and improved access to many inputs such as market where seeds, chemical fertilizer and technology, leading to increased agricultural production and diversification. The transportation cost is expected to come down heavily for many of the inputs that are used by farmers in farm and other goods. Also, essential equipments and material for the other development work which is running within the road access. This is the direct, most significant, regional and will have long term benefits.

Increase in Trade, Commerce and Development of Market centers 119. There is a possibility of increased economic opportunities and significant growth and extension of the minor local markets along the road. The farmers will be more interested to increase agricultural production due to market accessibility. Similarly, there will be diversification in occupational pattern of local people, who are till now mainly dependent on subsistence farming. This will lessen pressure on local natural resources. There will be many non-farm employment opportunities for the growing rural population especially for occupational caste groups due to extension of market center and development of small towns. The project will have indirect, long term, local and high benefits.

Appreciation of Land Value 120. Construction of the road leads to appreciation of land values, particularly near the market and settlement areas. It is expected that land price will increase by two times due to the construction of the road. The impact is indirect, high, local and long term in nature.

121. The local people will be made aware of the fact that high value land is easily acceptable to the banks and microfinance institutions as a guarantee to provide loans. Local people can start their own business by mortgaging their land.

122. Due to easy and cheaper availability of agricultural inputs and technologies, productivity will be increased along the road. Vegetables, fruits, cash crops, sale of farm,

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 37 fruit and livestock products will be increased in almost all the settlements along the road corridor. This is the indirect, high, local and long term in nature.

5.2. Adverse Impacts 5.2.1. Construction Phase Physical Aspects

Change in Land Use 123. The land acquired for the implementation of the project can undergo a long-term permanent change in the land use. The existing land use pattern is 1.17 ha agriculture land, 0.62 ha forest, 2.40 ha barren land and 1.16 ha settlement area. Changes of land use due to the construction of road are mainly conversion of 0.55 ha agricultural land, 0.29 ha forest area, 1.13 ha barren land and 0.54 ha settlement area will be converted in to the built up area of road changing the total 7.87 ha land. Similarly, there will be some change in land use due to expansion of roadside settlements. The impact from changes in land use will be high, direct, local and long term in nature.

Hazards due to Spoil Disposal 124. Fresh cuts also invite landslides and erosion, particularly during monsoon. 145,244 m3 of spoil will be generated and it needs to be managed properly. The common likely problems from inappropriate disposal of spoils are: gullying and erosion of spoil tips especially when combined with unmanaged surface water runoff, damage to farm lands, and destruction of vegetation, crops and property at downhill. The impact from spoil disposal will be direct, medium, site specific and long term in nature.

Slope Instability and Soil Erosion 125. Removal of vegetation and open cuts with soil exposed to rain will cause soil erosion as well as landslides. The stability of slopes along the road corridor depends upon slope angle, the material constituting the slope, rock discontinuities and hydrological conditions. The likely impact of slope instability and soil erosion is indirect, medium, site specific and long term in nature. Slope instability and soil erosion prone areas are seen at 7+500 to 7+540 and 7+640 to 7+660.

Disruption of Surface Water Flow and Drainage (Drainage and cross drainage works etc.) 126. Roads usually generate large volumes of concentrated surface runoff. The concentrated water from the road outlet causes erosion and landslide eventually affecting the stability of the road. The existing pipe culverts are found at chainage 1+200, 7+300, 9+400, 11+100 and 12+300; to mitigate the disruption of water flow pipe culvert of 300mm, 600mm and 900mm diameter hume pipe is proposed for cross drainage in various sites. The impact will be indirect, site specific and medium term.

Air Dust, Noise and Water Pollution 127. Although the air quality of the project area is not measured, the air does not appear to be polluted. However, during construction of road, there is a strong possibility of dust pollution. The dust emission is likely to be intense along the construction site. This may affect the local people and workers, as well as agricultural crops. Dust may create nuisance

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 38 to markets, schools and health posts. Impact on air quality will be direct, low, local and short term in nature.

128. The project area at present does not experience high level of noise. However, use of rock breaker, excavator and rollers may cause air dust and noise pollution to the workers and people living in nearby areas. The impact of noise will be direct, low, local and short term in nature.

129. The water quality within the project area is not tested. Nevertheless, quality of water in the water bodies within the project area appears to be fairly good as they are widely used by households for drinking purpose. During construction, water bodies may be polluted by spoil and construction wastes, open defecation in natural streams by construction workers. The impact will be direct, low, local, short term in nature.

Impact due to Quarrying 130. Construction of the road requires boulders and other types of construction materials. Potential quarry site is at Hadi Khola (Ch 3+944). The potential adverse impacts of quarrying are accelerated erosion, landslides, disturbance in natural drainage patterns, water logging and water pollution. The likely impact from the operation of quarry sites will be direct, low in magnitude, local nature and short term duration.

Location of Camp Sites 131. Camps are necessary for the sub-project. So, in contractor package, contactor needs to establish camps for the workers as they will be hired from outside. Siting of camp may cause encroachment of forest, agriculture land, and alteration of drainage, solid waste and waste water problems and the camp site is far away from the settlement area.the camp sites are proposed at ch (1+300 and 6+050). Solid wastes generated from labour camp shall be segregated into biodegradable and non-biodegradable wastes. Recyclable wastes shall be sold off. Efforts shall be made to compost biodegradable wastes in small size compost pits by the Contractor. Non-biodegradable and non-saleable wastes shall be disposed in secured and safe location. They shall not be burnt in any case.

132. The Contractor shall apply preventive and protective measures on waste management and hazardous materials management. Impact will be direct, medium significance, site specific and for short-term.

Construction Equipment Vehicles 133. The contractor based construction will use machineries and tools. The related negative impacts are increase in air pollution due to emission of smoke and dust, and increase in vibration due to vehicular movement. The likely impact from the operation of vehicle and equipment will be direct, high in magnitude, local nature and short term duration

Use of Bitumen 134. Bitumen is required for black topping which needs heating before using. Contractors tend to use local fuel wood collected from nearby forest to heat bitumen. Spillage of bitumen also damage soil productivity. The impact will be direct, high, local and long term.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 39 Biological Aspects

Loss or Degradation of Forest and Vegetation 135. In total, 0.91 ha forest will be affected due to this sub-project. 273 trees from CFs (143 from Raniswara CF, 3 from Kerabari CF and 127 from Sikhra CF) and 519 trees from Private land need to be cut down. So in total 792 Trees need to be cut down.

136. The impact on vegetation/forest resources have been considered to be high in magnitude, site specific in extent and long term in duration whereas loss of other forest resources will be direct, local and long term in magnitude, extent and duration respectively.

Impact on Wildlife and Bird Habitat 137. The proposed area is not a significant habitat for wildlife and bird species. However, the construction of the road may disturb wildlife and bird species present along the road corridor. The movement of labor, use of construction equipments, and noise during construction may affect the home range of the fauna. The impact will be indirect, low, local and short term in nature.

Impacts on Flora and Fauna (as listed in CITES and IUCN Red Data Book and Protected by GoN) 138. There is 21 Sal (Shorea robusta) tobe cut from Shikra CF. Shorea robusta is banned for felling, transporatation and export for commercial purpose by GoN. However, the proposed area is not significant habitat for wildlife and bird species. The construction of road may disturb wildlife and bird species present along the road corridor due to increased noise level. Some protected wild fauna such as Syal (Canis aureus), Kalij (Lophura leucomelanos), and Monkey (Macaca mulatta). The impact will be indirect, low, local and short term in nature.

Socio-economic Aspects

Loss or Degradation of Farm Land and Productivity 139. 0.55 ha Agricultural land will be acquired for the sub-project. Moreover, spoil on farm land will also affect the production of agricultural crops. It is clear that the loss of crops from the land acquired by the project will have adverse impact on the financial stability of the affected households who are dependent on the agricultural productivity of their land. The impact is expected to be direct, high in magnitude, local in extent and of long term in duration.

Impact on Private Properties 140. 16 houses at ch (0+580, 1+130, 1+540, 1+560, 1+650, 2+530, 2+540 – right and left side, 6+220, 6+660, 8+930, 10+120, 10+130, 12+440, 12+450 and 12+540), sawmill at ch 1+730, 5 shops at ch (1+540, 1+570, 1+720, 1+930 and 11+300), 2 pig farm at ch (0+780 and 5+860), 8 poultry farm at ch ( 8+940, 9+200, 10+250, 10+700, 10+710, 11+690, 12+120 and 12+500), 10 cowshed at ch (2+060, 2+205, 6+010, 6+760, 8+952, 9+560, 9+660, 9+680, 11+750 and 12+080), 16 house pali’s at ch (0+75, 1+770, 1+930, 2+000, 2+060, 2+200, 2+280, 2+500, 3+570, 3+890, 5+170 – right and left side, 5+480, 5+630, 7+500, 8+100, 8+600, 8+952, 8+960, 9+680, 10+100, 10+120, 10+700, 11+260, 11+270 and 12+160), 7 toilets at ch (0+750, 0+780, 1+770, 2+420, 2+470, 2+510, 10+120), 6 biogas at ch (0+750, 0+780, 2+420, 2+510– right and left sides, 6+660), 9 taharas at ch (2+860,

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 40 5+142, 6+700, 9+200, 9+220, 9+270, 10+720, 11+690 and 12+120), 10 courtyard at ch (2+500, 2+590, 2+600, 2+660, 2+720, 5+170 – right and left side, 5+480, 6+640 and 10+100) and 57 walls at ch (0+850, 0+980, 1+600, 1+740, 1+770, 2+205, 2+280– right and left side, 2+320, 2+400– right and left side, 2+420, 2+440, 2+470– 3 in no. on both right and left side,2+480 – right and left side, 2+510 – right and left side, 2+530, 2+540, 2+580, 2+600, 2+610, 2+640, 2+660, 2+720, 2+880, 3+890, 3+900, 5+860, 5+900, 6+010, 6+030, 6+660, 6+680, 6+700, 6+760, 7+500, 8+100, 8+600, 8+930, 8+945, 8+952, 8+970 – right and left side, 8+990, 9+470, 9+660, 9+795 – right and left side, 11+270, 11+300, 12+017, 12+160 and 12+440) along the road corridor will be affected as given in Appendix XVa. The impact will be direct, high, site specific and long term in nature.

Impact on Community Infrastructure 141. Four public tap at chainage (1+500, 2+307, 2+350 and 2+530), temple at ch 1+980, two Chautaras at ch (3+925 and 5+540), health post at ch 12+450 and an irrigartion canal at 5+700 will be affected as given in Appendix XVb. The impact will be direct, high, site specific and long term in nature.

Occupational Health, Safety and Sanitation 142. This earthen road is proposed to gravel and blacktop road for the rehabilitation and reconstruction due to the devastating earthquake. Thus, during construction the labor are exposed to different level of risks. The potential impacts to health are respiratory and eye diseases due to the exposure on dust, risk of accident during works. The impacts are direct, low, short term and local.

5.2.2. Operation Phase Physical Aspects

Road Slope Stability and Management 143. There is possibility of slope instability caused by the opening of branch roads connecting village settlement with DCC/RM funding. Likewise, inadequate maintenance of the road, blockage of drains and human activities such as grazing and irrigation water may cause slides and slope failure. The impact will be direct, moderate, local and long term in nature.

Impact due to Air, Noise and Water Pollution 144. During operation period, a number of vehicles will ply along the road and will emit gaseous pollutants. This will increase the pollution level of ambient air along the road corridor. Washing of vehicles in natural streams may cause contamination in drinking water sources. As this road falls under DRCN, the vehicular movement is not expected to be very high, the overall impact of will be direct, low, local and long term.

Biological Aspects

Depletion of Forest Resource 145. The forest resources depletion may occur due to ineffective drainage works, inappropriate spoil disposal and construction practices. The development of market centers may exert pressure on forest and eventually depleting the forest resources. To meet the increasing needs of the forest products, illegal felling/cutting of poles and trees may occur.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 41 Operation of road may increase in timber smuggling due to easy access and easy transportation facilities. The impact will be indirect, moderate, local and long term in nature.

Disturbance to Wildlife and Illegal Hunting 146. Although the wildlife population is reported low, they may be disturbed due to the frequent movement of the vehicles. Vehicular flow, horn blowing in the forest area will have impact on the wildlife and bird species. There may occur illegal hunting during operation period by the people from market areas due to easy accessibility. The impact will be indirect, low, local and long term in nature.

Fragmentation of Ecosystem 147. The road passess through 1460 m length of 3 CF. The road is in already operation stage and proposed for rehabilitation only, with the intervention of project, there will be no ecosystem fragmentation.

Socio-economic Aspects

Ribbon Settlement Development 148. Increased opportunities for trade and commerce along the roadside will attract people to build shops, restaurants, stalls and hotels and may encroach RoW. The impact will be direct, moderate, local and medium term in nature.

Road Safety Measures 149. Movement of vehicles in the road will invite accidents. Moreover, inadequate provisions of road safety measures like no provisions of signals and lack of enforcement of traffic rules during operation period may invite accidents. The impact will be direct, medium, local and long term in nature.

Cultural Invasion and social disputes 150. Inflow of people from around the surrounding area along the RoW of the proposed road alignment during the operation stage will bring drastic differentiation on the local culture. Large number of local people would change their culture and this cultural transformation is likely to bring conflict in the community. This impact is indirect, low significance, site specific and medium-term in duration.

5.3. Climate Change Impacts 151. Climate change is an inevitable fact which needs to be considered for future planning, construction and maintenance of roads located in hilly and mountainous areas. The need to limit deterioration effects from adverse weather conditions (e.g. prolonged precipitation, heat stress, freeze-thaw cycle) and damages consequences in case of extreme events (e.g. embankment failure) is a key factor influencing construction designs . Weather contribution to the ordinary wear & tear of infrastructure and weather disaster risks are indeed intrinsic parameters for transport system design. Transport conditions are also highly affected by extreme weather events such as winter storms, ice, and heavy rainfalls.

152. In general, transport can be vulnerable to many different types of weather conditions, of which, some of them could be exacerbated with climate change. Many of them relate to extreme weather conditions (e.g. storms, extreme precipitations, extreme temperatures)

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 42 which on their turn may result in severe consequences for the physical environment (e.g. floods, landslides, soil erosion) and represent risks for transport infrastructures and operations.

153. Based on field survey, the study started with an exhaustive list of potential future impacts for transport (infrastructures/activities), linked to key weather stressors. All modes and components of the transport system (infrastructures, transport fleet, transportation operation and transport users) will, to a certain degree, be affected by extreme weather events. Some of such extreme weather conditions could be exacerbated under future climate change, thus increasing risks for transport and negatively affecting transport performance (safety, reliability, cost efficiency). Only few of the potential consequences could reveal positive (e.g. higher winter temperatures) for more detail refer Appendix II.

154. Table 18 below provides a summary table about these impacts, with also an indication about the future trends in Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road:

Table 18: Types of Climate Change Impacts, Possible Consequences for Transport and Insight from Climate Change Scenarios on Regions Affected and Associated Level of Confidence

Climate Projected trends and magnitude Overview of potential impact on impact transport system Increased Increase in frequency, intensity  Asphalt rutting summer Increase in inter-annual  Thermal expansion of bridges temperature Variability and changes in cold  overheating of diesel engine Increased and warm extremes larger and  Reducing constraints for road Winter faster than the corresponding maintenance, Temperatures changes in mean.  Change construction seasons Increased In summer, the region would  Flooding of land transport Precipitation experience increased infrastructures, and precipitations amount but  wet pavements and safety risks. flooding decrease rainfall days. Trends  Embankment collapse, would be inconsistent.  More frequent landslides and Winter seasons: The regions associated risks. would experience less precipitation. Extreme  Damage to infrastructure on roads, winds Expected extreme wind speeds pipelines, road signs  Disturbance to transport electronic infrastructures, signaling, etc.

Temperature and rainfall: Most of the respondents of the zone of influence felt that both summer and winter temperature is increasing remarkably since last decades. People have noticed that the rainfall days are decreased in last 8-10 years, however amount rainfall is almost the same. It means both drought and cloudburst scenarios are increasing nowadays due to erratic rainfall.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 43 Flash floods, as associated with heavy rainfalls (in case of thunderstorms for instance) are expected to become more frequent in this region. There is only one stream and it is small stream. So, It won't affect badly for the road.

Landslides and soil erosion are the consequences of multi-factors, including soil moisture – as influenced by rainfalls intensity, soil types and slopes. As Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok road lies in the mountainous region, possibility of landslides and erosion is high in the region.

5.4. Cumulative Impact 155. Cumulative impact is the sum of project impacts and interaction impacts. Indicators for cumulative impacts are:

 Landscape patterns  Water quality and quantity  Air quality  Transportation patterns  Noise level  Visual character

156. The process of cumulative environmental change can arise from any four types of events

1. Single large events i.e. large project 2. Multiple interrelated events 3. Catastrophic sudden events i.e., major landslide 4. Incremental, wide spread slow change e.g., poorly designed culvert or drainage system

157. There are no other projects which will cause significant impacts in the surrounding of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok road sub-project in Lamjung district. However following cumulative impacts may arise due to the construction of this road Sub-project.

Beneficial Impacts 158. There will be increase in number of immigrants, due to various infrastructure facilities such as employment generation during road construction. The availability of the road can enhance the business, market and other infrastructural developments.

159. Construction of road will enhance the access of people by reducing travel time and costs as well as quick transportation of goods. Various farm based enterprises, including a wide range of agricultural and livestock products, will also gain momentum as a result of transportation facilities. Vegetables, fruits, cash crops, sale of farm, fruit and livestock products will be increased in almost all the settlements along the road corridor. Similarly, there will be diversification in occupational pattern of local people, who are till now mainly dependent on subsistence farming. This will lessen pressure on local natural resources.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 44 160. Due to an increase in employment opportunities, trade, business and agricultural income, money will be channeled into the local economy. This will increase income level of the individual household and the local community. It is possible that some money may be spent by the individual for community development activities such as education, school, health and sanitation services.

Adverse Impacts 161. Fresh cuts also invite landslides and erosion, particularly during monsoon. The common likely problems from inappropriate disposal of spoils are gullying and erosion of spoil tips especially when combined with unmanaged surface water runoff, damage to farm lands and crops as well as property at downhill. The concentrated water from the road outlet causes erosion and landslide eventually affecting the stability of the road.

162. This sub-project passes through three community forests. There will be vegetation loss from the forests during construction of the road. Increase in vehicular movement will further affect the movements of wildlife. Felling of 729 trees, further change in land use due to potential trading opportunity and increased number of vehicles will lead to high GHGs emission as well as low carbon sequestration. Similarly change in land use might accelerate soil erosion.

163. Loss of private properties, crops and trees from the land acquired by the project will have adverse impact on the financial stability of the affected households. Increased opportunities for trade and commerce along the roadside will attract people to build shops, restaurants, stalls and hotels and may encroach RoW. Movement of vehicles in the road may invite accidents.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 45 6. Analysis of Alternatives 164. Alternative analysis has been considered as an integral part of IEE study, which involves an examination of alternative ways of achieving objectives of the proposed sub- project. The aim of alternative analysis is to reach at a development option, which maximizes the benefits while minimizing the adverse impacts. The various alternatives to achieve the sub-project objectives with minimum environmental degradation are discussed in following sub-sections:

6.1. No Action Alternative 165. This alternative does not allow for the implementation of the Proposal. This alternative has both beneficial and adverse impacts on the environment. If the proposal is not implemented, the transportation time and cost for the local people to the district headquarter and markets and vice versa will continue to remain at present rate and hardship of people will continue. The no action option will conserve some of the environmental adverse impacts at the cost of poverty and in accessibility of the people.

6.2. Proposal Alternatives

166. Lamjung DCC has selected Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok road sub-project as it provides access to east and northern part of district. There is no other alternative road instead of this road. So, it will be very important to upgrade this road.

6.3. Alternative Alignment 167. This is existing track and the only route to connect Pachok from Belghari. Therefore, other alternative alignment has not been surveyed.

6.4. Alternative Design and Construction Approach 168. There are two types of road design approach-conventional and green road approach. In conventional method, heavy machineries and equipment, explosives, heavy concrete structures with the application of bituminous surfacing, side drains, bridges and culverts etc. are extensively involved. On the other hand, labour based, environment friendly and participatory (LEP) approach or the green road approach focuses to conserve the delicate mountain ecology through the protection of vegetation cover as means of soil conservation.

169. The road sub-project is proposed for construction through NBC approach by using local labour and spoil disposal is balanced with cutting and filling as far as possible. There will be minimum use of excavator, rock breaker, compacter, roller and truck for road construction. Simple dry stone walls, gabion walls and stone causeways are used to the maximum extent possible.

6.5. Alternative Schedule and Process 170. During the rainy season, construction work is stopped to allow the natural compaction of the road. The road construction work will be carried out during the remaining months. Construction is more appropriate from October to June as the local people are more or less free from farming activities.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 46 6.6. Alternative Resources 171. The physical resources consumed during the construction of the proposed road will mainly include boulders for gabions and stones for dry stone masonry and gabion walls. The proposed construction will optimally use the local people and local materials.

6.7. No Forest Alternative 172. This is an existing road and proposed for rehabilitation and reconstruction passing throug three CF. The widening of the road to prescribed standard is expected to affect a very narrow strip of forest at few shorter sections. Realignmet of the road to avoid forest area is expected to affect larger parcel of private land that increase compensation and resettlement cost. Additional forest to be affected by the project is only about 0.29 ha. Furthermore the road is about 50 km far away from Conservation Area (ACA). Therefore, no forest alternative has been considered for this road sub-project. However, the use of forest land is limited to formation width only.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 47 7. Environmental Impact, Augumentation, Remedial and Mitigation Measures 173. Mitigation refers to the measures that are designed to cope with adverse consequences and to enhance the positive impacts on the environment as a result of the Sub-project implementation. An effective implementation of benefit maximization measures and adverse impacts mitigation measures would optimize the benefits expected from the Sub-project and avoid/minimize the adverse impact. The impacts that have been identified, predicted and evaluated in Chapter 5 have following benefit enhancement and mitigation measures.

7.1. Mitigation Measures during Pre-construction Phase 174. The mitigation measures adopted during design or pre-construction phases are preventive in nature and have two basic objectives: a. Avoiding costly mitigation measures, and b. Increasing awareness amongst the stakeholders for environmental management of road construction and operation.

7.1.1. Detailed Survey and Design 175. The road design has followed the rural road standards developed by DoLIDAR. The works will be executed through National Competitive Bidding (NCB) package by the contractors. Bio-engineering techniques will be applied for stabilization of slopes, which is sustainable, environmental friendly and can be done by using local resources and manpower. To improve the transport services for the people living along the road and link local areas with the main market, acquisition of land would be required.

176. Relevant issues raised during public consultation have been addressed under respective mitigation measures. Therefore, no separate mitigation measures are warranted for the concerns raised by the local people.

7.2. Beneficial and Benefit Augmentation Measures 7.2.1. Construction Phase Employment Generation and Increase in Income 177. Following benefit augmentation measures will be implemented:

 Uplifting the socioeconomic condition of the affected people through the life skill training programs and awareness programme for the locals.

Enterprise Development and Business Promotion 178. No benefit augmentation measures are planned for this.

Women Empowerment 179. No benefit augmentation measures are planned for this.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 48 7.2.2. Operation Phase Improvement in Accessibility and Saving of Time and Transportation Cost 180. No benefit augmentation measures are planned for this.

Access to Inputs and Services 181. No benefit augmentation measures are planned for this.

Increase in Trade, Commerce and Development of Market centers 182. No benefit augmentation measures are planned for this.

Appreciation of Land Value 183. No benefit augmentation measures are planned for this.

7.3. Adverse Impacts Mitigation Measures 7.3.1. Construction Phase Physical Aspects

Change in Land Use 184. There will be no mitigation measures for the permanent loss of agricultural, forest land. However, following mitigation measures will be adopted to compensate the loss of land into built up area:

. Improving agricultural extension services to compensate for loss of production. . Applying additional protective measures that the remaining land will not be lost due to erosion. . The spoil site will be stabilized with bio-engineering.

Hazards due to Spoil Disposal 185. The following mitigation measures will be adopted:

. Adopting cut and fills balance. . Wherever possible, surplus spoil will be used to fill eroded gullies, quarries and depressed areas etc. . Top soil will be stored and utilized in farm land . Remaining excess spoils will be disposed in specified tipping sites in a controlled manner and the tipping sites will be covered by vegetation through bio-engineering techniques after surplus material is tipped. . Spoils will not be disposed on fragile slopes, farmland, marshy land, forest areas, natural drainage path, canals and other infrastructures. . After the disposal, the site will be provided with proper drainage, vegetation and adequate protection against erosion. . Necessary toe walls and retaining walls will be provided to protect the disposal of soil. . Contractor will be made well aware on restriction of downhill tipping

186. Retaining walls are structures designed to restrain soil to unnatural slopes. They are used to bound soils between two different elevations often in areas of terrain possessing undesirable slopes or in areas where the landscape needs to be shaped severely and

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 49 engineered for more specific purposes like hillside farming or roadway overpasses. Adopted guidelines for retaining structures are as per DOR. In this project, the types of retaining structures are Gabion retaining wall, Stone masonry retaining wall and Dry Stone Masonry Wall.

187. Spoil disposal management plan will be prepared for the proper disposal of spoils. Proposed spoil disposal sites is at 1 place at the chainage of 5+350 which is natural depression site; though spoil disposal site are present at different chainage 3+944 which is located near khola, at chainage 3+107 is also located at stream and 3+295 chainage is located near forest and barren land. Toe walls have been proposed at various locations to manage spoil disposal. Detail on spoil management through haulage beyond 50m is given in Appendix VI.

Slope Instability and Soil Erosion 188. Retaining wall will be built to protect slopes from landslide and bioengineering will be adopted for stabilizing them. The bio-engineering work includes 20 rm brush layering (2 layer) work, with asuro (Justicia adhatoda), simali (Vitex negundo) , 2000 m2 rooted grass slips plantation and 30 Nos. of tree and shrub seedlings including Lajavati (Mimosa pudica), Dubo (Cynodon dactylon), Sisnu (Urtica dioca), Titepati (Artemisia indica), Bamboo (Bambussa tulda), Utis (Alnus nepalensis), Kadam (Anthocephalus chinensis) and others will be planted.

189. Following mitigation measures will be adopted during the construction of the proposed road and the cost has been included in the Sub-project cost:

 Ensuring minimum cut slope  Selecting cut and fill slope at the correct angle, depending upon the soil type  Re-vegetation of cut and fill slope or exposed areas as soon as possible, by using native plant species  Adoption of bio-engineering techniques  Ensuring minimum damage of vegetation during construction  No construction work during rainy season  Mass balancing in cut and fill volume  Use of check dams and toe walls before disposing spoils on hill slopes

Disruption of Surface Water Flow and Drainage (Drainage and cross drainage works etc.) 190. In order to address this, following mitigation measures will be under taken:

. Provide adequate and appropriate numbers of drainage structures in order to have minimum interference with and impact on natural drainage pattern of the area, . Avoid surface water discharge into farmland or risky locations, . Avoid blockage or diversion of natural channels due to construction of road and disposal of spoils. . Adopt outward road slope as per green road standard to minimize water accumulation

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 50 191. Dry stone gabion wall at ch (4+600, 6+200) and Retaining wall at ch 10+100 causeways will be constructed in required place to mitigate the water induced adverse impacts.

Air Dust, Noise and Water Pollution 192. The following mitigation measures will be adopted:

 Use of face masks by workers to minimize impact from dust generation  Plantation of tree along the roadside to act as dust barrier  Use of ear muffles to lessen noise pollution during rock breaking  Avoiding the disposal of excavated materials in or near water bodies.  Construction of toilets in camp sites.

Impact due to Quarrying 193. The following mitigation measures will be adopted:

.Quarry operation plan will be prepared. Unstable sites, erosion prone areas, dense forest areas, settlements and fertile farm land will be avoided for quarry operation. .Stones and boulders will be collected from the environmentally suitable and legally recognized quarry sites. .After the extraction is completed, the quarry site will be rehabilitated to suit the local landscape, plantation will be done and drainage will be provided.

Location of Camp Sites 194. The mitigation measures will be use of local labors; rent local house instead of camp to keep labors; sitting camp away from productive lands and forest areas at ch 9+680; pay compensation for using private farm or lands for storage or camp. Toilet, water and other basic facilities will be provided to workers. Waste water and solid waste will be properly managed. Construction material will be properly stored.

Construction Equipment Vehicles 195. The following mitigation measures will be adopted:

 All equipment/vehicles deployed for construction activities shall be regularly maintained.

 All the vehicles deployed for material movement shall be spill proof to the extent possible.

 In any case all material movement routes shall be inspected daily twice to clear off any accidental spills.

 Materials under transportation shall be covered.

Use of Bitumen 196. The following mitigation measures will be adopted:

 Use kerosene for heating and strict prohibition to heat bitumen by using fuel wood.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 51  Appropriate storage of material.

 Use of appropriate safety gears to ensure safe health of workers such as masks, boot, gloves, hat.

Biological Aspects

Loss or Degradation of Forest and Vegetation 197. The following activities are proposed to cut the trees from the forest area during the road construction.

. Forest clearance approval will be obtained from the DFO and MoFSC. . Government procedures such as counting the number of trees to be felled, marking and measuring wood quantity etc. will be followed. . Forest site clearance for construction will be limited to minimum width of road. . Use of firewood for bitumen heating will be restricted.

198. According to the Government of Nepal (2071/01/12 BS): Standard for Removing Government Trees, 2071 BS , the sub-project has to carry out plantation (with protection for five years) or pay for the plantation and protection cost to the District Forest Office. Total 273 trees need to be cut down from community forest. So, in total 6,825 seedlings have to be planted for compensatory plantation with estimated cost of NRs 1,090,225.50 as given in Appendix XIVa. This cost will be provided to CFUGs through DFO. Location and type of species for the plantation will be selected by the CFUGs/DFO. However, emphasis will be given to local, multiple uses, rare, endangered and protected species. The forest products from the forest will be used by CFUGs. Likewise, for the 519 trees to be cut down from the private land, at the ratio of 1:1 trees will be done by the sub-project or the seedling and plantation cost will be provided by the sub-project. For the plantation, total estimated cost is NRs. 34,383.75 as given in Appendix XIVb. Computation of per plant plantation cost in private land and compensatory plantation is given in Appendix XIVc & d. For the compensatory plantation in CF, compensatory plantation cost, sample agreement between DFO and DCC/DTO has been attached in Appendix XIVe. Total 792 trees, 273 for CF and 519 for the private land will be planted within the road corridor. Detail of road side plantation plan is given in Appendix XIVf.

Impact on Wildlife and Bird Habitat 199. The following mitigation measures will be adopted:

. Construction activities near the forest areas will be done only in day time. . Prohibit to wildlife harassment and poaching by the workers. . Coordination with DFO to control activities like poaching of wild lives by enforcing acts and regulations strictly. . Awareness programme for the construction workers before the implementation of sub- project.

Impacts on Flora and Fauna (as listed in CITES and IUCN Red Data Book and Protected by GoN) 200. Following mitigation measures will be adopted:

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 52 . Workers will be actively prohibited from collecting fuel wood from forest or hunting of birds or animals. . Coordination with DFO to control the activities like illegal hunting and poaching by enforcing acts and regulations strictly. . Emphasis will be given to plant protected species during compensatory plantation.

Socio-economic Aspects

Loss or Degradation of Farm Land and Productivity 201. Mitigation measures will be as follows:

 Compensation for loss of land equivalent to NRs. 3562477.33 will be provided to AP  Compensation for loss of standing crops and temporary use in agriculture land equivalent to NRs. 1320491.94 refer Annex V.

Impact on Private Properties 202. Compensation equivalent to NRs. 4,461,531.95 will be provided as per the resettlement plan to the affected person for the displacement of houses and other structures.

Impact on Community Infrastructure 203. Compensation equivalent to NRs. 898,829.42 will be provided as per the resettlement plan for the relocation and damage of the public structures.

Occupational Health, Safety and Sanitation 204. The following mitigation measures will be adopted:

. The workers will be provided with helmets, masks, muffles and boots depending on the nature of the construction work. . Drinking water facility and temporary pit latrine will be established to control open defecation and pollution of water bodies by the workers . First aid box will be kept at work sites. . Group accidental insurance will be done for the workers. . First aid training will be provided to field staff. . Labor camp will have room with proper ventilation and natural light, safe drinkable water, mosquito net, sanitary facility, and solid waste management. . Kerosene or gas stoves will be supplied to labor camps and use of firewood will be strictly prohibited.

7.3.2. Operation Phase

Physical Aspects

Road Slope Stability and Management 205. The following mitigation measures will be adopted:

. Rill and gully formations will be regularly monitored and immediately fixed at critical areas. . Repair and maintenance of the slope protection measures and drainage works.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 53 . Minor landslide and mass wasting will be immediately cleared and slope restored with appropriate technology (bioengineering).

Impact due to Air, Noise and Water Pollution 206. Following mitigation measures will be adopted:

. Community and road user awareness programmes will be organized . Signboards restricting the use of horns will be erected near health posts, schools and settlements. . Plantation will be done near the settlement around school and health post to act as dust and noise barrier. . Vehicle washing in natural streams will be discouraged.

Biological Aspects

Depletion of Forest Resource 207. The mitigation measures recommended is awareness raising programmes to educate local people and providing support to locals for the conservation of forests.

Disturbance to Wildlife and Illegal Hunting 208. Following mitigation measures will be adopted to minimize the above-mentioned impacts:

. Appropriate sign boards will be erected informing drivers about: o Prohibition of blowing horns in the dense forest areas o Potential areas for wildlife crossing . Maintenance workers will be briefed regularly about the importance of rules and regulation of DFO in order to make them comply with. . Awareness raising programmes about importance of biodiversity to the local people, students, and vehicle operators will be conducted.

Fragmentation of Ecosystem 209. No fragmentation of ecosystem occurs, since no mitigation measures are proposed.

Socio-economic Aspects

Ribbon Settlement Development 210. The mitigation measures to be adopted include:

. Awareness raising programs to regulate settlements . Signboards will be erected notifying about legal prosecution for encroachment within RoW. . Plantations of trees will be done in the RoW so that it is not encroached

Road Safety Measures 211. The mitigation measures adopted will be

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 54 . Applying appropriate road safety measures with the help of 3-Es i.e. Engineering, Enforcement and Education. . Required safety signs will be used along the road such as schools, wildlife crossing area. . Awareness program on road safety will be organized for school student.

Cultural Invasion and social disputes 212. Awareness raising training will be organized in ZOI as mitigation measures. Detail plan will be prepared by DLPIU in TA of CISC/DISC and will be submitted to CLPIU.

7.4. Climate Change Impacts 213. Following climate change adaptation measures will be considered during the construction and operation of the road:

. Likely local effects of climate change will be assessed through observation and regular monitoring of drainage system, erosion etc. . Adequate and timely maintenance and early warning system will be done. . Awareness raising activities will be conducted about climate change issues and adaptation and mitigation measures. . No tree or vegetation will be removed unless absolutely necessary to reduce deforestation and compensatory plantation will be done to cut carbon per capita emissions.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 55 8. Legal Framework and Regulatory Requirements for the Project

214. In Nepal, various legal instruments are in place to ensure the integration of environmental aspects in development proposals. This IEE reviewed the following legislative provisions and environmental guidelines to ensure compliance of the Project.

Table 19: Review of Environmental Acts, Regulations and Guidelines

A Constitution The Constitution of Nepal: It has guaranteed every person the right to live in a clean environment as a fundamental right. As per the constitution, it is also a matter of State policy to adopt appropriate measures to abolish or mitigate existing or possible adverse environmental impacts on the nature, environment or biological diversity. B Plans and Policies National Reconstruction and Rehabilitation Policy, 2072 B.S. (2016 A.D.): It has identified restoration and improvement of access to service and improve environmental resilience as one of its strategic recovery objectives. Forest Policy, 2071 B.S. (2015 A.D.): Plantation is mandatory for environmental friendly physical infrastructure development along settlement area, road and irrigation canal. Land Acquisition, Resettlement and Rehabilitation Policy, 2071 B.S (2014 A.D.): This policy has been formulated to strengthen socioeconomic conidition of project affected families with the provision of necessary land acquisition, justifiable compensation, appropriate resettlement and rehabilitation for the public welfare and implementation of infrastructure development projects. Three Years Interim Plan, 2070/71-2072/73 B.S. (2013/14-2015/16 A.D.): Identified the importance of road sector in promoting national unification, socio-economic development and regional balance contributing to overall development of the country and also in promoting the access to service and facilities. It aims to achieve sustainable, broad-based, inclusive economic growth. The plan also addresses climate change adaptation and mitigation and overall environmental protection. ADB Safeguard Policy Statement, 2009 A.D.: ADB’s Safeguard Policy Framework consists of three operational policies on the Environment, Indigenous people and Involuntary resettlement. It requires that (i) impacts are identified and assessed early in the project cycle, (ii) plans to avoid, minimize, mitigate or compensate for the potential adverse impacts are developed and implemented and (iii) affected people are informed and consulted during project preparation and implementation. 20 Year Road Plan, 2059 –2079 B.S. (2002-2022 A.D.): With main objectives of development of Strategic Road Networks (SRN), the implementation strategies include all weather road connection to the District Headquarters (DHQ) and provision of road linkages from the DHQ to the adjacent road network of the neighboring districts and countries Policy Document, Environmental Assessment in the Road Sector of Nepal, 2056 B.S. (2000 A.D.): It proposes to adopt measures to improve the way of life of the affected people and safeguard natural surroundings. In case damage is inevitable

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 56 environmental assessment should find ways of reducing or compensating for such damage. It suggested five types of environmental assessment activities like Screening, IEE,EIA and Monitoring. National Biodiversity Strategy and Action Plan, 2014-2020 FY: It is prepared to provide guiding framework for the management of Nepal’s biodiversity. It has focused on national needs of biodiversity management and conservation, fulfillment of the international obligations, sustainable use of its components and equitable sharing of benefits accrued from conservation and utilization of genetic resources. It has a long term (i.e. 35 years) vision, and includes specific short term (up to 2020) strategies and priorities for action. C Acts Act Relating to Reconstruction of the Earthquake Affected Structures 2072 B.S (2015 A.D.): This act provides for the creation of the NRA for a period of five years (which may be extended) and defines its functions, duties and powers. It has mandated NRA for leading and managing the earthquake recovery and reconstruction in Nepal. It has delegated the NRA the authority to frame rules (Section 30), may make and enforce necessary guidelines or procedures in order to conduct its business (Section 31). Solid Waste Management Act, 2068 B.S. (2011 A.D.): It outlines the duties of local government to take action to control haphazard waste generation, disposal or collection and has provisions for various punitive measures against those engaged in activities detrimental to the intentions of the Act. Child Labour (Prohibition and Regulation) Act, 2057 B.S. (2000 A.D.): Engaging children including those who has not attained the age of 14 in risky activities against his/her will by any means is prohibited. In case any enterprise has to engage a child in works, an approval has to be obtained from concerned body. Local Self Governance Act 2055 B.S. (1999 A.D.): Empowers the local bodies for the conservation of soil, forest and other natural resources and implements environmental conservation activities Forest Act, 2049 B.S. (1993 A.D.): Requires decision makers to take account of all forest values, including environmental services and biodiversity, not just the production of timber and other commodities. Water Resources Act, 2049 B.S. (1992 A.D.): It has legal arrangements for determining beneficial uses of water resources, preventing environment and other hazardous effects thereof and also keeping water resources free from pollution. It has clearly mentioned that no one shall pollute water resource by way of using or putting any litter, industrial wastes, poison, chemical or toxicant to the effect that the pollution tolerance limit of the water resource as prescribed. The Labor Act, 2048 B.S. (1992 A.D.): Regulates the working environment, deals with occupational health and safety. Soil and Watershed Conservation Act (SWCA), 2039 B.S. (1982 A.D.); It empowers GoN to declare any area of Nepal as a conserved watershed area, specifying the borders thereof. The Watershed Conservation Officer (WCO) has the authority to implement protective infrastructure, vegetation program and regulate agricultural practices pertinent to soil and watershed conservation. It empowers WCO to prohibit the commission of any acts that may cause soil-erosion or soil cutting in a land where any of the acts has been done

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 57 Public Roads Act, 2031 B.S. (1974 A.D.): Act mandates requirement of permission from the DoR to carry out activities within the limits of the road boundaries and also provision of notifying the DoR by local governmental offices prior to the start of activities in the limits of the public roads. National Park and Wildlife Conservation Act, 2029 B.S. (1972 A.D.): This act provides protection to 27 species of mammals, 9 species of birds and three species of reptiles. D Rules and Regulations Rule Relating to Reconstruction of the Earthquake Affected Structures 2072 B.S. (2016 A.D): It provides the basis for prioritization of reconstruction. More importantly, it defines functions, duties and rights of the Chief Executive Officer and Secretary of NRA and District Coordination Committee. Local Self Governance Rules 2056 B.S. (2000 A.D.): It provides procedural guidelines for implementation of the Local Self Governance Act. Forest Rules, 2051 B.S. (1995 A.D.): It elaborates legal measures for the conservation of forests and wildlife and provides procedural guidelines for implementation of the Forest Act. It stipulates that in case the execution of any project having national priority in any forest area causes any loss or harm to any local individual or community, the proponent of the project itself shall bear the amount of compensation to be paid. E Work Procedures, Guidelines, Standards and others Local Body Restructuring Notice, MoFALD, GON, 2017 A.D: Declaration of the name, number, boundary, ward’s boundary of 744 rural municipality and municipality with 481 rural municipalities, 246 municipalities, 13 sub-metropolitan cities, 4 metropolitan cities and dissolve of VDC/DDC. Work Procedure Related with Environmental Impact Assessment for Rehabilitation of Earthquake Affected Structures 2072 B.S. (2016 A.D.) and First Ammendment, 2073 B.S. (2016 A.D.): These provide procedural guidelines for undertaking reconstruction and rehabilitation projects. These include a comprehensive suite of procedures for different activities like environmental impact assessment, land acquisition, and public procurement for reconstruction projects (2072 B.S.) and grievance management (2073 B.S.). It determines the format of IEE and EIA. The first amendment has revised the threshold for projects to undergo IEE or EIA. It prescribes (under Clause 2 of Schedule 1) that upgrading, rehabilitation and reconstruction and new construction of district, urban and rural road should follow IEE study and approval. Working Procedure to Use National Forest area for National Priority Projects, 2074 B.S. (2017 A.D.): Following are the main features: • EMP/IEE/EIA study is mandatory for obtaining forestry clearance. • Alternative analysis has to be done during feasibility study for avoiding forest area or if not having minimal loss of vegetation. • Concerned Ministry has to obtain concurrence from Ministry of Forest and Soil Conservation before approving IEE/EIA • Provision of compensatory plantation (with protection for five years) at the ratio of 1:25 plants by the project or provide plantation and protection cost to concerned DFO.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 58 ADB Environmental Assessment and Review Framework (EARF), 2015 A.D. for EEAP: It elaborates environmental legal requirements and procedures according to the Government of Nepal and Safeguard Policy Statement, 2009 of ADB and guides the preparation of environmental assessments and environmental management plans. ADB Resettlement Framework (RF), 2015 A.D. for EEAP: It guides the preparation of resettlement plans by elaborating legal and procedural guidelines according to GoN and ADP SPS. Batabaran Parichhyan - Resource Booklet - 2070 B.S. (2013): It provides guidance for local body to prepare environmental assessment reports of different projects; construction materials extraction and local roads, on their own. Environment Friendly Local Governance Framework (EFLG) 2070 B.S (2013 A.D.): This framework is prepared to promote environmental conservation through local institutions to materialize environment friendly local development concept. There are different level of environment friendly indicators like basic, advanced and special indicators at household, tole/settlement, ward, VDC, Municipality and District level. Main objectives of this framework are as follows:  Mainstreaming the environment, climate change, disaster management issues in local development planning process.  Making environment friendly local governance mechanism.  Strengthening basic level to make environment friendly sustainable development.  Promoting coordination and cooperation within environment and development.  Strengthening local organization to enhance local ownership for the sustainable development of environment.

Nepal Rural Road Standard, 2012 A.D.: Sets the classification and geometric design standards for the Local Road Network to be followed by all those involved in the development of the network, including Users, User Committees, VDCs, DDCs, DTOs, DoLIDAR and its development partners. National Adaptation Program of Action, 2068 B.S. (2010 A.D.): The NAPA has been instrumental in mainstreaming climate change in development planning. The NAPA has developed a framework for adaptation programme, and has identified key adaptation needs, existing adaptation practices and options for developed projects including infrastructure. Reference Manual for Environmental and Social Aspects of Integrated Road Development, 2060 B.S (2003 A.D): Suggests stepwise process of addressing environmental and social issues alongside the technical, financial and other issues. Batabaraniya Nirdesika (Nepali), 2057 B.S. (2000 A.D.): Focuses in the practical implementation of small rural infrastructures through the minimization of environmental impacts and outlines simple methods of environmental management in the different phases of the project cycle. More emphasis is given to prevention rather than cure. APPROACH for the Development of Agricultural and Rural Roads, 2055 B.S. (1999 A.D.): Emphasizes labor based technology and environmental friendly, local resource oriented construction methods to be incorporated actively in rural infrastructure process.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 59 Green Roads in Nepal, Best Practices Report – An Innovative Approach for Rural Infrastructure Development in the and Other Mountainous Regions. GIZ, 1999 A.D.: It focuses on participatory, labor based and environment friendly technology with proper alignment selection, mass balancing, proper water management, bioengineering and phased construction. Environmental Management Guidelines, Geo Environmental and Social Unit, DoR, 2054 B.S. (1997 A.D.): It consists of environmental mitigation measures to be incorporated into DoR projects, procedures for public participation, and socio- economic consideration. The Environmental Mitigation Measures are broken down into 12 categories or activities and a method for implementation is given for each mitigation measures including implementation strategies. These environmental mitigation measures should be used in conjunction with good engineering design, construction and operation practices. It also suggests considering the various socio- economic issues like land acquisition and compensation, economic impacts and cultural heritage. Community forest development program guideline (third revision 2071 B.S.): Sustainable and scientific management of forest by the local users including environment services and facilities for the mitigation of natural calamaties, wildlifes nad forest fire National Environmental Impact Assessment Guidelines, 2050 B.S. (1993 A.D.): Provides guidance to project proponent on integrating environmental mitigation measures, particularly on the management of quarries, borrow pits and stockpiling of materials, operation of the work camps, earthworks and slope stabilization, location of stone crushing plants etc. F International Conventions Convention on International Trade in Endangered Species of Wild Fauna and Flora (CITES), 2053 B.S., amended, 2059 B.S. (1973 A.D., amended 1979 A.D.): It regulates international trade in endangered wild flora and fauna with the aim of reducing or eliminating trade in species whose numbers or conditions suggest that further removal from their natural habitat would lead to their extinction. It urges parties not to allow trade in specimen of species included in the CITES Appendices I, II and III with some exception. As the area holds some CITES listed species, this convention is attracted in case of their trade. Convention on Biological Diversity, 2049 B.S. (1992): It focuses on the conservation of biological diversity, the sustainable use of its components and the fair and equitable sharing of the benefits. It urges parties to introduce appropriate procedures requiring EIA of the proposed projects that are likely to have significant adverse effects on biological diversity. Convention (No. 169) Concerning Indigenous and Tribal People in Independent Countries, 2046 B.S. (1989A.D): The convention provides right to the indigenous and tribal people to decide their own priorities for the process of development. It mandates participation in formulations of the plan and programs, decision making regarding national development. It safeguards rights of the indigenous people in territories traditionally occupied by them.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 60 9. Environmental Management Plan 215. The environmental management plan (EMP) is prepared to guide the implementation of mitigation measures and monitoring requirements. It includes institutions and their roles, environmental management activities, environmental management organizational structure and budget for mitigation measures.

9.1. Institutions and Their Roles 216. Different institutions involved in the IEEs and EMP implementation and roles of these institutions are given in Table 20. The environmental management organizational structure is given in Figure 10.

Table 20: Institutions and their Roles

Institution Role Responsibility in the Project National Executive agency and Reconstruction concerned IEE approval Authority authority as per Act relating  To review and approve IEE to reconstruction of Report Earthquake affected  Conduct environmental structure/ Rule relating to monitoring from central level. reconstruction of Earthquake affected structure. MoFALD Co-ordination of project  Representation in IEE review activities with EEAP team constituted by NRA  Conduct environmental monitoring from district level. CLPIU - EEAP Co-ordination of project  Technical Unit to support and activities from center coordinate all activities for implementation of EEAP.  Review, comment and forward ToR for IEE and IEE report to ADB for concurrence and to NRA for approval. SPV (Executing As Project EA, manages  Monitors and ensures the Agency), Project overall project compliance of covenants, Management implementation and including submission of audited Office/Ministry of monitoring. project Finance (interim) financial statements. Coordinates with ADB and  Recruits pool of consultants for other agencies for smooth PMU and procures project implementation. equipment and vehicles, if necessary, for PMU.  Updates procurement plan and monitors the procurement process.  Guides, supports and monitors

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 61 Institution Role Responsibility in the Project PIUs and field offices in implementing sub- projects in respective project districts.  Communicates with ADB on project progress and any issues that may arise.  Maintains project documents, consolidates reports from PIUs and submits to ADB (as outlined in the PAM).  Opens and manages project account for Government funds.  Consolidates accounts and submits all audited project financial statements pertaining to the project to ADB within 9 months of the end of the fiscal year. CISC Support consultant at Central  Technical and management Level. support to CLPIU-EEAP  Supervises and monitors project consultants and contractors.  Implements and monitor resettlement plans and IEEs for the relevant subprojects and prepares consolidated reports on these.  Ensures timely and effective implementation of the activities set out in the Gender Equality and Social Inclusion (GESI) Action Plan.  Prepares progress reports, as outlined in PAM, for submission to PMU. District DCC is Project implementing  Implement IEE and EMP of sub- Coordination agency in district projects and conduct Committee environmental monitoring and reporting. District Technical Project implementation office  Responsible for overall activities Office working directly under DCC related to implementation of the works at field level.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 62 Institution Role Responsibility in the Project District Supporting DCC on  Assist DCC in environmental Environment and environment and energy safeguard issues Energy Section issues  Represent DCC in Grievance Redress Committee District Level Supporting consultants at  Technical and management Project district level support to DTO/DCC for the Implementation implementation of project Unit activities in the districts. Responsible for supervision and monitoring at field level. Safeguard Desk Supporting unit for  The desk will conduct regular safeguards at district level. monitoring of EMP compliance Safeguard desk coordinator and record them. The safeguard will work as focal person for desk will organize monthly Safeguard desk. The safeguard meeting which will be safeguard desk has been participated by all technical, established in DCC, Lamjung environment and social team of comprising environment and the district project office. The social safeguard personnel safeguard desk will maintain has been assigned as minutes of meeting of each coordinator of the safeguard safeguard meeting and through desk. DTO will report all the safeguard matters along with copy of the minutes to the EEAP.  Responsible for supervising, coordinating, networking, monitoring and reporting environmental safeguard compliances. Grievance Support in addressing  Responsible for addressing Redress grievances caused due to grievances due to road Committee road construction related to construction which affects their environment. livelihood. Project Steering Provides overarching  Monitors and reviews project Committee guidance and policy level performance at an support to the project. inter-ministerial level and addresses key policy related issues.  Ensures collaboration and cooperation among central level agencies.

217. To support for smooth implementation of the project, there are various district level committees and groups including DLPIU, DIMU to support the project.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 63

Table 21: Likely Beneficial Impacts and Enhancement Measures Related Type of Impact Benefit Responsible Agencies Activity Effect Beneficial Significance Augmentation Executing Supporting Nat Mag Ext Dur Impacts Measures Agency Agency Construction and Operation Stage Employment Life skill training for Construction of Generation (13,512 income generation road (Earth person days skilled VS Increase in IN H LC ST activities to CL-PIU/ DISC/ excavation, and 46,237 person (85) DCC/ DL-PIU income level (60) (20) (5) improve their CISC spoil disposal, days unskilled) and livelihood of the site clearance) increase in income Affected Peoples. level Construction Enterprise No benefit Enhancement in L LC ST CL-PIU/ DISC/ work & on the Development and D INS augmentation DCC/ DL-PIU local economy (10) (20) (5) CISC job trainings Business Promotion (35) measures Rent from the land Construction Source of income No benefit acquired IN M SS ST INS CL-PIU/ DISC/ work & on the for short time augmentation DCC/ DL-PIU temporarily during (20) (10) (5) (35) CISC job trainings period planned construction Construction No benefit Women Empower the H LC LT work & on the IN VS augmentation RM/DCC/NGO EEAP Empowerment women (60) (20) (20) job trainings (100) measures Improvement in VS Saving in travel No benefit Operation of Accessibility and H R LT (140) time and travel D augmentation RM DCC/DTO Road Saving of Time and (60) (60) (20) cost measures Transportation Cost Operation of Access to Inputs Improvement in H R LT VS No benefit D RM/NGO/CBO DCC/DTO Road and Services local condition (60) (60) (20) (140) augmentation

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 65 Related Type of Impact Benefit Responsible Agencies Activity Effect Beneficial Significance Augmentation Executing Supporting Nat Mag Ext Dur Impacts Measures Agency Agency measures

Shifts towards improved Increase in Trade, commercial VS No benefit Operation of Commerce and H LC LT agriculture and IN (100) augmentation RM DCC/DTO Road Development of (60) (20) (20) increase in non- measures Market centers agricultural occupation Appreciation of Improvement in VS No benefit Operation of H LC LT DTO/CDO/ Land Value local economic IN (100) augmentation RM Road (60) (20) (20) DCC condition measures. Increased Crop VS No benefit Operation of Productivity and Enhancement in H LC LT (100) DADO/ DTO/ IN augmentation RM Road Sale of Farm local economy (60) (20) (20) DCC measures. Products Operation of VS (100) No benefit Market Centre Extension of local H LC LT Road In augmentation RM DCC/DTO Development mini market (60) (20) (20) measures Operation of VS (100) No benefit Land Value Mortgaging of H LC LT Road In augmentation RM DCC/DTO Appreciation land (60) (20) (20) measures

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 66 Table 22 : Likely Adverse Impacts and Proposed Mitigation Measures Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce Construction Stage Physical Environment Applying additional protective measures that Loss of the remaining land will not Contractor/ Earth Change in land use of agricultural land, H LC LT VS D be lost due to erosion. The DLPIU/DC CLPIU/DCC Excavation 0.55 ha cultivated land production, loss of (60) (20) (20) (100) sites will be stabilized with C property bio-engineering technologies

Gully erosion, Separation and utilization landslide, of top soil and proper Spoil disposal and Spoil disruption of road, M SS LT S management of spoils and Contractor/ imposed weight of spoil D CLPIU/DCC/DLPIU Disposal damage to (20) (10) (20) (50) waste, provision of proper DCC on fragile slopes. farmland, water drainages, toe walls at ch pollution etc. 5+350.

Site Retaining wall will be built DLPIU/ Erosion, landslide, M SS LT S CLPIU/DCC/CISC/ clearance, Slope Instability IN to protect slopes from Contractor/ loss of property (20) (10) (20) (50) DISC earth landslide and DCC

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 67 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce excavation bioengineering work includes 20 rm brush layering with asuro (Justicia adhatoda), simali (Vitex negundo), 2000 m2 rooted grass slips plantation and 30 Nos. of tree and shrub seedlings including Lajavati (Mimosa pudica), Dubo (Cynodon dactylon), Sisnu (Urtica dioca), Titepati (Artemisia indica), Bamboo (Bambussa tulda), Utis (Alnus nepalensis), Kadam (Anthocephalus chinensis) and others will be planted. Proper drainage structures; Dry stone gabion wall at ch (4+600, Water management, Erosion, landslide, Construction M SS MT INS 6+200) and Retaining wall DCC/Contr DCC/DTO/DLPIU/ generation of large damage to IN of Road (20) (10) (10) (40) at ch 10+100 causeways actor DISC volume of surface runoff farmland will be constructed (causeways) will be constructed.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 68 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce Effect on local Air pollution due to dust Use of face mask while people and from exposed surface, L LC ST INS working on dust prone DCC/Contr workers health D DLPIU/ DISC from construction (10) (20) (5) (35) areas, covering of dust actor and effect on equipment sources. agriculture Construction Disturbance and works, spoil annoyance around L LC ST INS Restrict horn near school, DCC/Contr and waste Noise pollution D DLPIU/ DISC school, health (10) (20) (5) (35) health posts etc. actor disposal posts. Proper spoil management Water pollution due to Risk of water L LC ST INS and restriction in urination DCC/Contr D DCC/ DLPIU/ DISC sediment level borne diseases (10) (20) (5) (35) and defecation in open actor areas and water bodies. Water pollution, Quarry operation and its Quarry operation plan will DCC/DTO/ damage to potential effect on L LC ST INS be prepared, quarrying DLPIU/Co Quarrying farmland, D CLPIU/DISC instability, quarrysite is at (10) (20) (5) (35) from legally recognized ntractor disturbance in ch 3+944, quarry sites only. natural drainage Encroachment of forest, agriculture Camp site will be located Establish Pollution and impact due land, solid waste, M SS ST INS away from productive land DCC/Contr D DLPIU/DISC labor camp to location of camp sites and waste water (20) (10) (5) (35) and forest area at ch actor may cause 9+680. pollution

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 69 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce Construction works, operation of construction Effect on local vehicles, Air pollution due to dust Use of face mask while people and material from exposed surface, L LC ST INS working on dust prone workers health D Contractor DLPIU/DISC hauling and from construction (10) (20) (5) (35) areas, covering of dust and effect on unloading etc. equipment and vehicles sources. agriculture slope cutting, spoil and waste disposal Pressure in forest, Use of Kerosene for Bitumen Heating with firewood, H LC(2 LT( VS(1 decrease in soil D heating, appropriate Contractor DCC/DLPIU heating spillage of Bitumen (60) 0) 20) 00) productivity storage of material

Equipment/vehicles Construction deployed for construction Air pollution due to Operation of machineries and activities shall be regularly emission of construction tools (Rollers, tippers, H SS ST VS maintained. All the Contractor smoke, increase D DLPIU/DISC equipment spreader, (60) (10) (5) (75) vehicles deployed for in vibration and water tanker etc.) material movement shall noise pollution be spill proof to the extent possible.

Biological Environment

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 70 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce Loss of Clearance of environmental vegetation Loss or Degradation of VS benefits from H LC LT Compensatory plantation CFUGs/ DFO//DISC/CLPIU/ necessary for 0.29 ha Forests and 792 D (100 vegetation, (60) (20) (20) of 7,344 trees will be done. DLPIU CISC road plant species. ) disturbance in formation ecological function Work only in day time; no Disturbance to DCC/Contr Construction Impact on wildlife L LC ST INS disturbance to wildlife, DFO/CFUGs/ wildlife including IN actor/DLPI activity including birds (10) (20) (5) (35) awareness programme for DISC/ CISC birds due to noise U workers. Impact on Flora and Prohibiting workers for Construction Loss of L LC ST INS DCC/Contr DFO/ DLPIU Fauna as listed in IN hunting/harassing wildlife activity biodiversity (10) (20) (5) (35) actor /CFUGs/DISC CITES, IUCN and GoN. and collecting firewood. Socioeconomic Environment Acquisition of Minimize productive land Loss or Degradation of Reduced VS land for H LC LT acquisition through DCC/DTO/ CDC6/DISC 0.55 ha Farm Land and production, loss of D (100 maintaining (60) (20) (20) selection, compensation to DLPIU CLPIU Productivity income ) road width affected people Demolition of Private structure ( 147 in Loss of services H SS LT VS Compensation for affected DCC/ CDC/ DISC / D structures numbers including 16 provided by these (60) (10) (20) (90) private structures and DLPIU CLPIU/ municipality

6The Land Acquisition Guidelines, 1991 specify the establishment of an Acquisition and Construction Committee (also known as Compensation Determination Committee, “CDC”) for fixing the rate of compensation of private properties to be acquired, consisting of the concerned Chief District Officer (Chair), Land Revenue Officer, representative of the DDC and the Project Manager and others as deemed necessary.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 71 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce along road houses at ch (0+580, structures Rehabilitation of public 1+130, 1+540, 1+560, infrastructure will be done 1+650, 2+530, 2+540 – according to the right and left side, 6+220, Resettlement Plan. 6+660, 8+930, 10+120, 10+130, 12+440, 12+450 and 12+540), sawmill at ch 1+730, 5 shops at ch (1+540, 1+570, 1+720, 1+930 and 11+300), 2 pig farm at ch (0+780 and 5+860), 8 poultry farm at ch ( 8+940, 9+200, 10+250, 10+700, 10+710, 11+690, 12+120 and 12+500), 10 cowshed at ch (2+060, 2+205, 6+010, 6+760, 8+952, 9+560, 9+660, 9+680, 11+750 and 12+080), 16 house pali’s at ch (0+75, 1+770, 1+930, 2+000, 2+060, 2+200, 2+280, 2+500, 3+570, 3+890, 5+170 –

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 72 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce right and left side, 5+480, 5+630, 7+500, 8+100, 8+600, 8+952, 8+960, 9+680, 10+100, 10+120, 10+700, 11+260, 11+270 and 12+160), 7 toilets at ch (0+750, 0+780, 1+770, 2+420, 2+470, 2+510, 10+120), 6 biogas at ch (0+750, 0+780, 2+420, 2+510– right and left sides, 6+660), 9 taharas at ch (2+860, 5+142, 6+700, 9+200, 9+220, 9+270, 10+720, 11+690 and 12+120), 10 courtyard at ch (2+500, 2+590, 2+600, 2+660, 2+720, 5+170 – right and left side, 5+480, 6+640 and 10+100) and 57 walls at ch (0+850, 0+980, 1+600, 1+740, 1+770, 2+205, 2+280– right and

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 73 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce left side, 2+320, 2+400– right and left side, 2+420, 2+440, 2+470– 3 in no. on both right and left side,2+480 – right and left side, 2+510 – right and left side, 2+530, 2+540, 2+580, 2+600, 2+610, 2+640, 2+660, 2+720, 2+880, 3+890, 3+900, 5+860, 5+900, 6+010, 6+030, 6+660, 6+680, 6+700, 6+760, 7+500, 8+100, 8+600, 8+930, 8+945, 8+952, 8+970 – right and left side, 8+990, 9+470, 9+660, 9+795 – right and left side, 11+270, 11+300, 12+017, 12+160 and 12+440) along the road corridor will be affected. Regarding community structure, four public tap at ch

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 74 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce (1+500, 2+307, 2+350 and 2+530), temple at ch 1+980, 2 chautaras at ch 3+925 and 5+540) and an irrigation canal at ch 5+700 will be affected. First aid facility at sites with health treatment Injury, fatal arrangements, proper accidents, drinking water and toilet Construction Impact on occupational outbreak of L LC ST INS facility for construction DCC/Contr D DLPIU/DISC activity health and safety epidemics and (10) (20) (5) (35) workers, safety gears actor diseases, decline (helmet, face masks, in capacity to work goggles, gloves, boots) and accidental insurance of workers Operation Stage Physical Environment Slides and slope  Regular maintenance failure, of slope protection Road Slope Stability and Operation of Disturbance to M LC LT S structures and Management D RM DCC/DTO road traffic flow, (20) (20) (20) (60) bioengineering

pollution of water bodies, impacts

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 75 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce on agriculture land, loss of vegetation.  Community awareness, no horn Disturbance to signs near schools, students, patients, Operation of Air, Noise and Water L LC LT S health posts. wildlife, effect to D RM DCC/DTO vehicles Pollution (10) (20) (20) (50)  Restriction on washing nearby agriculture of vehicles in local land and crops streams.

Biological Environment Awareness raising Depletion of Forest Loss of timber, Road M LC LT S programmes for Resources forest resources IN RM DFO/CFUGs operation (20) (20) (20) (60) conservation of forest and benefits resources. Collision of wildlife Disturbance to the Warning traffic signal, with vehicles, Road Wildlife and Illegal L LC LT S awareness raising training disturbance in IN RM DFO/CFUGs operation Hunting (10) (20) (20) (50) to drivers to limit speed their normal and horn use activities Socioeconomic Environment Road Ribbon Settlement Encroachment of M LC LT S Awareness raising DCC/Local D DDC/DTO operation Development RoW, increased (20) (20) (20) (60) programmes, enforcement administration

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 76 Type of Impact Responsibility for Mitigation Measure Potential Negative Related Adverse Activity signi Mitigation Measures Effects Impacts Executing Supporting Nat Mag Ext Dur fican Agency Agency ce accidents, delay in of law, planning of land traffic movement, development, plantation of depletion of local trees in RoW resources, water pollution Appropriate road safety Operation of Increase in M LC LT S Road Safety D measures, safety sign RM DCC Road accidents (20) (20) (20) (60) boards along the road. Conflict due to Construction Cultural invasion and L(2 SS(1 MT( INS( Awareness Raising DLPIU/DIS cultural IN CLPIU/CISC activity social dispute 0) 0) 10) 40) Training C differentiation Note: Magnitude H= High (60) M= Moderate(20) L= Low (depending on the scale or severity of change.)(10) Extent R= Regional(60) LC= Local(20) SS= Site specific (10) Duration LT= Long term (more than 20 years)(20) MT= Medium term (3-20 years)(10) ST= Short term (less than 3 years)(5) Nature D= Direct; IN= Indirect Impact upto 44; insignificance (INS) 45-74; significance(S) 75 or greater; very significance (VS)

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 77 9.3. Mitigation Cost for Executing the Environmental Management Plan 219. The estimated cost for beneficial augmentation measures like awareness raising program, skill training, promotion of small scale industries, and income generation activities will be covered by the Gender Equality and Social Inclusion (GESI) component of the project. Costs for income generation and awareness programme activities for Affected Persons (APs) are included in Resettlement Plan. The design and cost estimate for most of the suggested mitigation measures such as slope stabilization, spoil disposal, landslide construction will be incorporated in the design and cost estimates. However clear BoQ will be prepared for supply of face masks, helmets, muffles, accidental insurance, bioengineering measures, plantation and environmental protection awareness trainings. Therefore, most of the mitigation measures suggested would be a part of road design and construction without additional cost. All proposed mitigation measures will be integrated in the sub-project design so that these measures may automatically form part of the construction and operational phases of the Sub-project.

9.3.1. Environmental Monitoring and Reporting Activities 220. The CLPIUs, with the DLPIU and the DIMU, will monitor and measure the progress of EMP implementation. The monitoring activities will be corresponding with the project’s risks and impacts and will be identified in the IEEs. In addition to recording information of the work, deviation of work components from original scope, the CLPIUs with the DLPIUs will undertake site inspections and document review to verify compliance with the EMP and progress toward the final outcome.

221. DSCs will submit monthly monitoring and implementation reports to the CLPIUs, who will take follow-up actions, if necessary. CLPIUs will submit the quarterly monitoring and implementation reports to the PMU. The PMU will submit semi-annual monitoring reports to ADB. Project budgets will reflect the costs of monitoring and reporting requirements. Monitoring reports will be posted in a location accessible to the public.

222. The PMU will document monitoring results, identify the necessary corrective actions, and reflect them in a corrective action plan. The PMU, in each quarter, will study the compliance with the action plan developed in the previous quarter. Compliance with loan covenants will be screened by the executing agency.

223. ADB will review project performance against the executing agency’s commitments as agreed in the legal documents. The extent of ADB's monitoring and supervision activities will be commensurate with the Project’s risks and impacts. Monitoring and supervising of environmental safeguards will be integrated into the project performance management system. ADB will monitor projects on an ongoing basis until a project completion report is issued. ADB will carry out the following monitoring actions to supervise project implementation: (i) Conduct periodic site visits for projects with adverse environmental impacts; (ii) review the periodic monitoring reports submitted by the executing agency to ensure that adverse impacts and risks are mitigated as planned and as agreed with ADB;

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 78 (iii) work with executing agency to rectify to the extent possible any failures to comply with their safeguard commitments, as covenanted in the legal agreements, and exercise remedies to re-establish compliance as appropriate; and (iv) Prepare a project completion report that assesses whether the objective and desired outcomes of the safeguard plans have been achieved, taking into account the baseline conditions and the results of monitoring.

224. Total cost of environmental monitoring (field visits, observation, review of reports and report preparation) is estimated NRs. 250,000 as given in Table 23.

Table 23: Environemntal Monitoring Cost

Manpower requirement Duration Rate (NRs) Amount (NRs) (days) Team Leader/Environmental Specialist 6 7,000 42,000 Engineer 4 5,000 20,000 Forestry expert 4 5,000 20,000 Socio-economist 4 5,000 20,000 Support staff 4 1500 6,000 Transportation cost LS 30,000 Report preparation LS 27,000 Central level monitoring LS 85,000 Total 250,000

9.3.2. Major Costs for Environmental Safeguard Measures 225. The environmental management cost of this project will be summarized in Table 24.

Table 24: Estimate for Environmental Enhancement and Mitigation Measures

SN Particulars Amount Remarks (NRs.) 1.1 Environmental Management Cost Schedule before construction and during construction 1.1.1 Environmental awareness raising training 250,000.00 1.1.2 Compensatory plantation & protection cost for 142,886.25 trees on CF and private land 1.1.3 Road side plantation 250,000.00 1.1.4 Road safety and informative signboard 150,000.00 1.1.5 Environmental monitoring cost 250,000.00 Sub-total (i) 1,042,886.25 1.2 Other environmental cost( included in civil works cost also) 1.2.1 Structural/ Side Drain/ Cross drainage works 124,061,665.08 1.2.2 Occupational health and safety (GPA insurance) 800,000.00 1.2.3 Bioengineering works 1,214,627.11 Sub-total (ii) 126,076,292.19 Total (i+ii) 127,119,178.44

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 79 9.4. Matters to be Monitored while Implementing the Proposal 226. Monitoring of the implementation of environmental protection measures provides a basis for logical comparison for the predicted and actual impacts of a proposal. Environmental monitoring will involve the systematic collection of data to determine the actual environmental impacts of the sub-project, compliance of the sub-project with regulatory standards, and the degree of implementation and effectiveness of the environmental protection. Monitoring will be an integral part of the implementation of the mitigation measures during project construction, and will generate important information. It will improve the quality of sub-project implementation.

227. The National EIA Guidelines (1993) and working procedure related to EIA for reconstruction of Earthquake affected structure, 2016 require monitoring plans and indicators, schedules and responsibility be identified in the IEE report. The following sub- sections deal with the various components of the monitoring programme in order to promote the full integration of monitoring activities in Project works and implementation.

9.4.1. Baseline Monitoring 228. Baseline monitoring helps to update the baseline information collected during IEE/EIA study when there is a significant time gap between IEE/EIA approval and proposal implementation. In general, it is carried out if there is a significant time lapse between the preparation of the IEE report and the construction stage or a change in environmental quality is noticeable. This sub-project will proceed for construction immediately after the approval of this IEE report and hence, baseline monitoring is not required for this sub-project.

9.4.2. Compliance Monitoring 229. Compliance monitoring is essential in order to ensure that environmental protection measures recommended by this study and other requirements set forth during the approval of the sub-project are complied with. This monitoring is not concerned with determining the actual effect of the sub-project activities on the environment.

230. The proponent will ensure compliance of activities such as; inclusion of mitigation measures in the design and tender documents, budget allocation for mitigation measures and monitoring, compensation arrangements and other compliances spoil disposal, storage sites, arrangement of construction activities etc.

231. The borrower’s compliance with covenants will be monitored through ADB’s project administration missions – including the project inception mission, when the loan covenants’ compliance timetable will be discussed and agreed upon. Project review missions will appraise the borrower’s compliance with loan covenants vis-à-vis the timetable agreed in the loan agreement. Non-compliance or delay in compliance will be discussed and remedial measures shall be proposed to GoN for timely compliance. If required, the midterm review mission will review compliance of loan covenants and also assess whether the set of covenants are still relevant or need to be revised or waived due to changes in circumstances; if so, the mission will recommend revisions or waivers for consideration of ADB and GoN.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 80 9.4.3. Impact Monitoring 232. Impact monitoring is generally carried out to assess the effectiveness of the environmental mitigation measures and provides actual levels of impacts in the field. Hence an impact monitoring evaluation study is proposed by the end of the sub-project construction phase or within three years of sub-project implementation. Impact monitoring will focus on each predicted impact and effectiveness of environmental protection measures. This will also focus on the stability of slopes; spoil disposal sites, work camps and labour camps, wastes on the local environment. The utilization of cash compensation to the extent possible, condition of the forest in the vicinity of the sub-project area, water management, damage to human facilities, incremental change in production of high value commodities, increase in other sources of income, employment generation, road side plantation, social status, impediment to wildlife movement, etc.

9.4.4. Project Performance Monitoring 233. The executing agency, in consultation with ADB, will develop within 6 months of loan effectiveness, a project performance monitoring and reporting system. The executing agency shall develop a web-based project performance monitoring and reporting system which will include functions for accounting and expenditures the recovery and reconstruction (R&R) program, concurrent evaluation of impacts, outcomes, outputs and activities in relation to targets and milestones established for the project and the overall R & R program for the earthquake affected areas in Nepal. The executing agency will prepare monitoring reports in a pre-approved uniform format for all donors, covering key aspects of the R&R program, with an additional annex specific to the Project for periodic submission to ADB as agreed.

9.4.5. Safeguards Monitoring 234. The PMC will brief the CLPIU and DLPIU Safeguards Focal Persons and the DIMU on monitoring requirements for EMP and resettlement plan implementation. Monitoring data will be generated by the DLPIU and DIMUs and provided to the CLPIU. The CLPIU will then verify the monitoring data and submit these and other required information to the PMU. The PMU will prepare semi-annual monitoring reports (one for environment and one for involuntary resettlement) that describe progress of safeguards implementation, compliance issues, and corrective actions. Reports will be posted in a location accessible to the public. Safeguards monitoring requirements including suggested monitoring report formats are in the EARF and Resettlement Framework.

9.5. Monitoring Parameters 235. These would be based on the level of site-specific information or existing data series and impacts prediction. Efforts will be made to make the indicators measurable and diagnostic with low natural variability and broad applicability. In this context, the following physical, biological and social indicators will be monitored during the construction and operational stages of the sub-project.

9.5.1. Pre-construction Phase 236. During this phase the Consultant (DLPIU) bear the main responsibility in ensuring that the environmental and social safeguard considerations are adequately incorporated in

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 81 the Project design and that the respective clauses to address the identified impacts are sufficiently included in the specifications and work contracts.

9.5.2. Construction Phase 237. In this phase the monitoring focuses on impacts on the environmental and social setting caused by the ongoing sub-project. This monitoring checks compliance with the practices, norms, standards and technical solutions prescribed in the design and in the EMP. The specific monitoring tasks will include

. Verify and quantify the ongoing slope protection measures, and propose rectifying measures as needed; . Verify and quantify the ongoing activities in propose rectifying measures as needed; . Verify and quantify the ongoing/completed tree felling actions; . Verify and quantify the course of any environmental degradation caused, their likely consequences, and propose corrective measures, including the identification of responsibilities and costs; . Verify and quantify the effects of disposal of spoil and construction wastes and their consequences; . Verify and quantify the effects of disruption of natural water courses, drainage work, and their consequences; . Monitor by utilizing structured checklists and questionnaires, the contractor’s full compliance with the occupational health and safety regulations for the work staff; . Verify and quantify the effects of losses in wildlife, degradation of forests, illegal extraction of forest products, hunting, wildlife trade and disturbance to wildlife; . Identify and assess the environmental implications on the people’s status of knowledge and awareness in relation to ongoing education campaigns; . Verify and quantify losses/damage to private property and community facilities; . Verify and quantify losses/damage to cultural properties; . Explore mechanisms to stipulate strict application of the EMP and identify consequences to be borne by the contractors in case of non-compliance.

9.5.3. Operation Phase 238. The specific monitoring tasks in this phase will include:

. Assess changes in land-use patterns, development of cottage industries, services and demographic composition that may be caused by the road development; . Verify and quantify resulting in encroachment and hindrance of traffic on the road; . Verify all activities for decommissioning work sites and construction to their former functional stage, as applicable. This refers also propose rectifying measures as needed. . Verify and quantify the adequacy of the executed bio-engineering works for slope protection and erosion control; . Verify and quantify the adequacy of the drainage structures, functionality of these structures, shortcomings in maintenance, and possible effects on private and communal lands, as well as on aquatic resources; . Verify and quantify the course of any environmental degradation caused by Project activities, their likely consequences, and propose corrective measures, including the identification of responsibilities and costs;

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 82 . Verify and quantify the effects of disruption of natural water courses, drainage work, and their consequences; . Verify the success/failure of skill development and job opportunities’ training carried out ; . Verify and quantify the effects of losses in wildlife, degradation of forests, illegal extraction of forest products, hunting, wildlife trade and disturbance to wildlife.

9.6. Monitoring Indicators 239. The monitoring will include specific cause-effect analyses for the impacts observed. Following Table 25 specifies the set of verifiable indicators that will be used for monitoring.

Table 25: Monitoring Indicators Selected for this IEE

Monitored Sector Parameters Selected for Monitoring Soils, Landslides, Erosion, . Number, location and extent of slope failures Waste management sites . Cause analysis for slope failure natural/man-made . Area (ha.) of land, forest and properties affected . Number and extent of gully erosions and pavement failures . Suitability of corrective/bio-engineering measures . Sites and suitability for safe disposal of wastes and garbage Bio-engineering . Number and plant species selected for bio-engineering, disaggregated by protective function Water pollution, water . Blockage of waterways – extent and secondary impacts resources and their uses . Water pollution incidents due to unsafe disposal of waste and spoil . Damage to farm lands Air and noise level in . Assessment of noise level in site by direct observation relation to traffic volume and interview with stakeholders . Visual assessment of dust development at selected sites/sensitive spots and interview with local stakeholders . Traffic volume measurements Road safety . Number and type of road accidents recorded in the traffic police and in local health service centers . Suitability of local road signs Wildlife/ Habitat disturbance . NOs and extent of road accidents inflicting wildlife impacts on forest resources . DFO records of illegal timber extraction and wildlife trade . Observations and handling of invasive species. Socio-economic . Number and extent of new settlements /types and ethnic development near road groups . Number and extent of new businesses . Number and extent of new services and utilities Resettled households and . Number of HHs resettled livelihood restoration . Income situation and opportunities for the resettlers . Verification of compensation and assistance to resettlers

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 83

240. The following Table 26 identifies the specific compliance monitoring activities. Phase-wise/chronological details are provided for the methods, schedules, responsible implementing agency and the responsible monitoring agency. The compliance monitoring refers primarily to the pre-construction and construction stage of the project.

241. Table 27 details the impact and effect monitoring activities envisaged for this sub- project.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 84 Table 26: Compliance Monitoring for Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Sub-project Parameters/Indicator Responsible Verifiable Verification Schedule Responsible Implementing Indicators Methods Monitoring Agency Agency Final alignment DLPIU Incorporation of walkover Walkthrough along Initial stage of DLPIU/DCC/DTO selection recommendations into final road preconstruction alignment selection alignment, verifying phase process and design sensitive areas document Land and property DTO and CDC with Cadastral records, land Public consultation, Initial stage pre- DCC/DLPIU acquisition and assistance of and properties photos; geo- construction phase compensation DLPIU acquisition procedures; referencing verification report Site selection and DLPIU Project’s arrangement for Site observation, Beginning of DTO/DCC preparation of materials storage, and geo-referencing construction period construction logistics construction activities and photographic documentation Awareness and DLPIU Training programmes for Specifications; Beginning of DCC/DTO orientation training on skill development, training records, construction and road construction to occupational safety and check training during construction technicians, environmental protection programme reports, Contractors and associated with road assess feedback employed labours construction works from participants Compliance to DLPIU Health and safety Spot checks at Throughout DCC/DTO occupational health regulations, first aid and work sites, photos, construction and safety matters medical arrangements, accident records, activities number and type of interviews safety equipments such as mask, helmet, glove, safety belt, accidental

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 85 Parameters/Indicator Responsible Verifiable Verification Schedule Responsible Implementing Indicators Methods Monitoring Agency Agency insurance Grievance Redress Contractor/DLPIU/ Project arrangements for No of complaints During construction DCC/DTO Mechanism DISU/ CLPIU/CISC the affected people's and grievances concerns and grievances record about the project’s environmental and social performance Vegetation clearance Contractor/ DISC Actual number of trees Record, inspection After detail design DTO/DCC/DFO/CFU felled during construction and interview with and before Gs works CFUGs and local construction work people Measures to avoid DLPIU/DTO/DISC Use of firewood or fossil Inspection, Once a month DTO/DCC/DFO/CFU pressure on forest, fuel by construction crew, interview with local during construction Gs wildlife and bird events of hunting and people poaching of wildlife Measures to protect Contractor/DLPIU/D Dust level and noise Visual observation Once in a month DCC/DTO environment from air TO level at work sites, major and discussion with during construction & noise pollution settlements and sensitive residents and spots like health centres workers and schools Measures to protect Contractor/DLPIU/D Visual observation, Site inspection, Once in a month DCC/DTO water bodies from TO observation of open interview with local during construction; pollution defecation and waste people upon demand for disposal around water testing with field kit sources near construction sites Adequate technical DLPIU/DTO Adequate number of Check number and Twice a month DCC/DTO

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 86 Parameters/Indicator Responsible Verifiable Verification Schedule Responsible Implementing Indicators Methods Monitoring Agency Agency and environmental technicians regularly at type of technicians during construction supervision site with ability to available at site, implement labour based skill of work carried road construction out, discussion concept Clean up and DLPIU/DTO Decommissioned sites Site observation; At the end of DCC/DTO reinstatement of the indicate no comparing photos; construction period construction sites adverse/residual consultation with (camps, quarries) environmental impacts, land owners and and are rehabilitated to community based the satisfaction of the organizations supervisor and land owners

Table 27: Impact/Effect Monitoring of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Sub-project Parameters Verifiable Indicators Verification Location Schedule Responsible /Indicator Methods Implementation and Monitoring Agency Slope stability Inclination, slope failures, causes; Site observation, photos Near steep slopes Continuously DLPIU during and erosion drainage facilities such as catch discussion with people and at landslide during construction; drain, side drains and functionality and technicians areas and sites construction and DCC/Soil of cross drainage structures; fresh operation Conservation Office gullies and erosion; success/failure during operation of bio-engineering solutions

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 87 Parameters Verifiable Indicators Verification Location Schedule Responsible /Indicator Methods Implementation and Monitoring Agency Bio-engineering Re-vegetation through bio- Site observation; Cut slope area, During and at the DLPIU/DCC/DTO of disturbed engineering application on disturbed inspection of nursery and where vegetation is end of Sub- slopes slope; establishment of nursery its production rate, cleared; nursery project photos, measurements sites construction Disposal of spoils Affected aesthetic value, affected Site observation and At specific locations During DLPIU/DCC/DTO and construction forest and agriculture land, initiated interviews, photos, geo- where such sites construction wastes land erosion by local blocked referencing sites occur drainage, hazard to downhill slope residents and agricultural lands Loss or Status of road side land; Observation, data Road side land and During DLPIU/DCC/DTO degradation of production/yield; collection and analysis houses construction farmland, houses status of road side houses; status of and interview with and properties standing crop along alignment stakeholders Water quality Observation of open defecation and Visual observation Local streams During DLPIU/DCC/DTO waste disposal around water construction; sources near construction sites upon demand for testing with field kit Air quality Dust level in ambient air Visual inspection At construction sites During DLPIU/DCC/DTO and at sensitive construction spots Forest and Numbers of trees, presence of Observations, In and around the During DLPIU/DFO during vegetation ground vegetation, signs of illicit DFO/CFUGs records, construction sites, construction and construction; logging and extraction of NTFPs photos markets Operation DFO/DCC during operation Wildlife Wildlife hunting and poaching by Interview with local Forest areas at Twice a year DLPIU/DFO/CFUGs work force, trade of wildlife, road people/CFUGs/DFO and roadside during during construction;

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 88 Parameters Verifiable Indicators Verification Location Schedule Responsible /Indicator Methods Implementation and Monitoring Agency accidents inflicting wildlife observations construction and DFO/CFUGs/DCC routine during during operation operation Change in Numbers of people employed by the Records kept by the Sub-project area Trimester during DLPIU/DCC/DTO economy project during construction, project management, construction numbers of women in work forces discussion with phase stakeholders Trade and Numbers of shops increased or Records, interviews, Throughout sub- Once in a year DCC/DTO/DLPIU/Mu commerce decreased, rental of houses and observations, photos project area nicipality land spaces Occupational Type and number of accident Observations, photos, Throughout sub- During DLPIU/DCC/DTO safety and hazard occurred during construction; spot checks, contractors project area construction adequacy of occupational safety and health centre measured provided; compensation records interview with provided in case of fatal accidents workers Change in socio- Number and extent of new Observations, interview Throughout sub During operation DCC/DTO/ economic settlements/types and ethnic with local people, DDC, project area Municipality structure groups; nos. and extent of new Police and VDC records businesses; nos and extent of new services and utilities, social conflicts

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 89 9.7. Grievance Redress Mechanism 242. The objective the grievance redress mechanism (GRM) is to resolve complaints as quickly as possible and at the local level through a process of conciliation; and, if that is not possible, to provide clear and transparent procedures for appeal. A well-defined grievance redress and resolution mechanism will be established to resolve grievances and complaints in a timely and satisfactory manner. All affected persons will be made fully aware of their rights, and the detailed grievance redress procedures will be publicized through an effective public information campaign. The grievance redress process includes four levels:

243. First level of GRM: The first level and most accessible and immediate contact for the fastest resolve of grievances are the contractors, and design and supervision consultants onsite. Prior to construction of any works, the CLPIU and DLPIU will ensure local community meetings are held to notify local residents and businesses of any temporary disturbances, and to inform them of the Project. If a local area committee (LAC) exists in the area, they should also be informed. If any complaints arise, the contractors, consultants, and DLPIU can immediately resolve the complaint on site. The CLPIU can also be involved in grievance redress at this stage. The CLPIU and DLPIU office phone number will be posted in public areas within the sub-project areas and construction sites. Any person with a grievance related to the project works can contact the project to file a complaint. The DLPIU offices will have a safeguards focal person to field and resolve complaints. The safeguards (environment and resettlement) focal person will document the complaint, and immediately address and resolve the issue with the contractor within 1-2days, if the complaint remains unresolved at the field level. The DLPIU may seek the assistance of the consultant safeguards specialists (the environmental specialist or social safeguards specialist) to resolve the issue. The DLPIU safeguards focal person will notify the CLPIU safeguards focal person that a complaint was received, and whether it was resolved. The DLPIU safeguards focal person will fully document the following information: (i) name of the person; (ii) date complaint was received; (iii) nature of complaint; (iv) location, and (v) how the complaint was resolved.

244. Second level of GRM: If the grievance remains unresolved; the DLPIU will forward the complaint to the CLPIU safeguards focal person. The person filing the grievance will be notified by DLPIU safeguards focal person that the grievance was forwarded to the CLPIU safeguards focal person. The CLPIU will address the grievance. Grievances will be resolved through continuous interactions with affected persons, and the CLPIU will answer queries and resolve grievances regarding various issues including environmental or social impacts. Corrective measures will be undertaken at the field level by the CLPIU safeguards focal person within 7 days. He/she will fully document the following information: (i) name of the person; (ii) date complaint was received; (iii) nature of complaint; (iv) location and (v) how the complaint was resolved.

245. Third level of GRM: If the grievance remain unresolved, the PIU’s project director will activate the third level of the GRM by referring the issue (with written documentation) to a Grievance Redress Committee (GRC) constituted by the EA, which will, based on review of the grievances, address them in consultation with the PMU, CLPIU, DLPIU, and affected persons. The GRC will consist of PMU leadership, affected persons, and local area committee, among others – determined to provide impartial, balanced views on any issues.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 90 second, and third levels), number of hearings held, decisions made, and the status of pending cases; and (ii) lists of cases in process and already decided upon may be prepared with details such as affected person, date of notice, date of application, date of hearing, decisions, remarks, actions taken to resolve issues, and status of grievance (i.e. open, closed, pending).

248. All costs involved in resolving the complaints (meetings, consultations, communication and reporting / information dissemination) will be borne by the PMU.

249. ADB’s accountability mechanism will also be explained to affected households.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 92 10. Conclusion and Recommendation

250. The IEE study of the Kuntabeshi – Nayagaun – Nagarkot road sub-project does not pass through any environmentally sensitive areas and has minimal adverse impacts. Most of the adverse impacts predicted are of low significance and short term, as well as of reversible nature. The beneficial impacts that come with the facility of access to market centers and the location of social services will enhance the productivity of the area and improve the quality of life of the people. In addition, local people will get direct employment as workers, which will contribute significantly to improving their livelihood. These benefits from the implementation of the road sub-project are more significant and long term in nature compared to the adverse impacts, most of which can be mitigated or avoided. Relevant issues raised during public consultation have also been addressed in the mitigation measures.

251. The project attracts clause 1 and 2 of schedule 1 pertaining to section 3 of working procedure relating environmental impact assessment for reconstruction of the earthquake affected structure, 2016. And the IEE has shown that none of the anticipated environmental impacts of rehabilitating the road are significant enough to need a detailed follow-up EIA. Therefore, this IEE is sufficient for approval of the sub-project.

252. The road sub-project is recommended for implementation with incorporation of mitigation measures and the environmental management plan.

IEE of Belghari – Archalbot – Lamabagar – Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 93 References

ADB 2009: Safeguard Policy Statement, June 2009. Asian Development Bank, Manila.

ADB 2011: Project Administration Manual: Decentralized Rural Infrastructure and Livelihood Project – Additional Financing, August 2011.

ADB 2011: Environmental Assessment and Review Framework: Decentralized Rural Infrastructure and Livelihood Project – Additional Financing, August 2011.

DoLIDAR 1999: APPROACH for the Development of Agricultural and Rural Roads. Department of Local Infrastructure Development and Agricultural Roads, 1999.

DRILP 2006: Project Procedural Manual (Final Draft), Decentralized rural Infrastructure and Livelihood Project, GoN, DoLIDAR.

DRILP 2006: Environmental Guidelines (Draft), Decentralized rural Infrastructure and Livelihood Project, GoN, DoLIDAR.

GoN 2013: Environment Friendly Local Governance Framework, Ministry of Federal Affairs and Local Development, October 2013.

GoN 2006: Environmental and Social Management Framework. Road maintenance and Development Project, Department of Roads, Ministry of Physical Planning and Works, November 2006.

HMG/N 1998: Environmental Guide for Small Rural Infrastructure Projects. Government of Nepal, Ministry of Local Development in collaboration with IUCN, July 1998

HMG/N 1997: Environmental Protection Act, 1997. Ministry of Law and Justice, GoN, Kathmandu HMG/N 1997;

HMG/N 1997: Environmental Protection Regulation, 1997. Ministry of Law and Justice, GoN, Kathmandu.

HMG/N 2003: REFERENCE MANUAL for Environmental and Social Aspects of Integrated Road Development. Ministry of Physical Planning and Works Department of Road, Kathmandu 2003

HMG/N 1993: Forest Act, 1993. Ministry of Law and Justice, GoN, Kathmandu HMG/N 1997;

HMG/N 1995: Forest Rules, 1995. Ministry of Law and Justice, GoN, Kathmandu HMG/N 1997;

Uprety B.K.2003: Safeguarding the Resources ENVIRONMENTAL IMPACT ASSESSMENT Process and Practice.

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APPENDICES

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Appendix I: Approved ToR for IEE Study

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Appendix II: Climate Change Checklist

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Checklist for Preliminary Climate Risk Screening Country/Project Title: Earthquake Emergency Response Program (EEAP) Sector: Sub-sector: Division/Department:

Screening Questions Score Remarks 1

Location Is siting and/or routing of the project (or its Sub-project area and Design components)likely to be affected by climate conditions is vulnerable to of project including extreme weather related events such as 2 drought and soil floods, droughts, storms, landslides? erosion.

Would the project design (e.g. the clearance for There is no river bridges) need to consider any hydro-meteorological (except one parameters (e.g., sea-level, peak river flow, reliable 0 stream in 0+400) water level, peak wind speed etc.)? in the sub-project area. Materials Would weather, current and likely future climate and conditions (e.g. prevailing humidity level, temperature Maintenance contrast between hot summer days and cold winter days, exposure to wind and humidity hydro- 0 meteorological parameters likely affect the selection of project inputs over the life of project outputs (e.g. Construction material)?

Would weather, current and likely future climate conditions, and related extreme events likely affect the 1 maintenance (scheduling and cost) of project output(s)?

Performance Would weather/climate conditions and related extreme of project events likely affect the performance (e.g. annual power 1 outputs production) of project output(s) (e.g. hydro-power generation facilities) throughout their design life time?

Options for answers and corresponding score are provided below: Response Score Likely Not 0 Likely 1 Very Likely 2

Responses when added that provide a score of 0 will be considered low risk project. If adding all responses will result to a score of 1-4 and that no score of 2 was given to any single response, the project will be assigned a medium risk category. A total score of 5 or more (which include providing score of 1 in all responses) or a 2 in any single response will be categorized as high risk project.

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Result of Initial Screening (Low, Medium, High): High Other comments: Sub-project site is vulnerable to extreme weather related events mainly drought and soil erosion. Apart from small stream in chainage 0+400, there is no rivers and stream in and along the road. So, there are no possibilities of flood and landslide.

Prepared by: ______1 If possible, provide details on the sensitivity of project components to climate conditions, such as how climate parameters are considered InDesign standards for infrastructure components, how changes in key climate parameters and sea level might affect the siting/routing of project, the selection of construction material and/or scheduling, performances and/or the maintenance cost/scheduling of project outputs.

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Appendix III: Rapid Environmental Assessment (REA) Checklist

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SCREENING QUESTIONS Yes No REMARKS  Alteration of surface water hydrology of waterways crossed by roads,

resulting in increased sediment in  streams affected by increased soil erosion at construction site?  Deterioration of surface water quality due to silt runoff and sanitary wastes There will be no significant

from worker-based camps and  impact. chemicals used in construction?  Increased local air pollution due to The air pollution will be rock crushing, cutting and filling mitigated by spraying water  works, and chemicals from asphalt during the construction as this processing? is an upgrading road.  Risks and vulnerabilities related to occupational health and safety due The safety measures will be to physical, chemical, biological and provided for all the workers to radiological hazards during project prevent from hazards. construction and operation?  Noise and vibration due to blasting and other civil works? 

Resettlement Plan will be

 Dislocation or involuntary prepared to address involuntary

resettlement of people resettlement of the affected  people. Private structures like house, water mill, shop, toilet etc. will  Dislocation and compulsory be dislocated within the resettlement of people living in right-  formation width of the road and of-way? they will be provided with compensation based on Resettlement Plan.  Disproportionate impacts on the poor, women and children,  indigenous peoples or other vulnerable groups?  Other social concerns relating to inconveniences in living conditions in

the project areas that may trigger Not envisaged.  cases of upper respiratory problems and stress?  Hazardous driving conditions where construction interferes with pre-  existing roads?

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SCREENING QUESTIONS Yes No REMARKS  Poor sanitation and solid waste The road will be constructed by disposal in construction camps and the contractors who will stay in work sites, and possible the camp site for work and transmission of communicable  campsite management will be diseases (such as STI’s and done for all the workers outside HIV/AIDS) from workers to local the project area. populations?  Creation of temporary breeding Road construction is in hilly habitats for diseases such as region. So, there will be no

transmitted by mosquitoes and  breeding habitats for rodents? mosquitoes.  Accident risks associated with increased vehicular traffic, leading to  Traffic volume is negligible. accidental spills of toxic materials and loss of life? Traffic volume will be minimal  Increased noise and air pollution and traffic speed will be very  resulting from traffic volume? slow (<20km/hour) due to earthen road.  Increased risk of water pollution from Not envisaged. oil, grease and fuel spills, and other  materials from vehicles using the road?  Social conflicts if workers from other  Not envisaged.

regions or countries are hired?  Large population influx during  Not envisaged. project construction and operation that causes increased burden on

social infrastructure and services (such as water supply and sanitation systems)?  Risk to community health and safety  Not envisaged. due to the transport, storage and use and/or disposal of materials

such as explosives, fuel and other chemicals during construction and operation?

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SCREENING QUESTIONS Yes No REMARKS  Community safety risks due to both  Not envisaged. accidental and natural causes, especially where the structural elements or components of the project are accessible to members of

the affected community or where their failure could result in injury to the community throughout project construction, operation and decommissioning.

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Appendix IV: Environmental Checklist

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GENERAL SOCIO-ECONOMIC SITUATION 1. Overview of settlements along road corridor(व्ती वाय जानकायी)

Name of Household and Settlement Settlement and Population (no.) Indigenous Code* Caste/Ethnic Address Group (घयधूयी य जनस्मा) Distribution (व्तीक -cflbjf;L (व्तीक नाभ य (जात/जातत) कड) Hh M F Pop ;d"x_ ठगाना) A B C D E F G H I J * Use the same codes as in strip map and topographical map.

2. Economic activities/main occupation (आ्थिकl्थlतयभ्मऩशाु )

Number of Hhs engaged in Settlement Agriculture Labour Business/ Cottage GO/NGO Code & & Others Commerce Industry Employees Livestock Porter (Specify) (व्तीक (्माऩाय/ (घयर ु (सयकायी/गय (कषी (्मारा (अ्म) कड) ृ ्मवसाम) उधग) सयकायी) यऩशऩारनु ) भजदयी)ु A B C D E F G H I J

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3. Existing services and infrastructures(ववधभान सवा रदामाक स्था य ऩवािधाय)ू

Service/Infrastructure Settlement Code SN -;]jf / k"jf{wf/_ -a:tLsf] sf]8_ Category A B C D E F G H I J

1 EDUCATION (शशऺा)

1.1 Campus (no.) (SofDk;_

Students (no.) -ljBfyL{_ 1.2 High School (no.) -xfO{ :s"n_

Students (no.) -laBfyL{_ Primary School (no.) -k|fylds 1.3 laBfno_

Students (no.) -ljBfyL{_

2 HEALTH (्वा््म) Hospital (no.) c:ktfn_ 2.1 Capacity (beds) -z}of_ Health Post 2.2 (्वा््म चकी) Sub-Health Post (no.) Veterinary Services (kz' 2.3 :jf:Yo ;]jf_ Pit/temporary Toilets (no.) (vfN6]÷c:yfO{ rkL{_ 2.4 Permanent (kSsL rkL{_ Open (v'Nnf_

3 COMMUNICATION (सचाय)

3.1 Telephone/Fax

3.2 Mobile/CDMA

3.3 Post Office

4 ELECTRICITY SUPPLY (no. of Hhs)(ववजुरी) From Micro-hydro -n3' hnljB't 4.1 af6_ From Mini-hydro -demf}nf 4.2 hnljB't af6_

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Service/Infrastructure Settlement Code SN -;]jf / k"jf{wf/_ -a:tLsf] sf]8_ Category A B C D E F G H I J From National Grid -/fli6«o 4.3 k|zf/0f af6_ From Solar System -;f}o{ phf{ 4.4 af6_ From Diesel Generator -l8h]n 4.5 hg/]6/ af6_

5 BUSINESS & COMMERCE (्माऩाय/ ्मवसाम) Hotels & Lodges (no.) -xf]6]n 5.1 nh _ Restaurants & Tea Stalls (no.) 5.2 (्चमा ऩसर) Grocery Shops (no.) 5.3 ls/fgfऩसर Other Shops (no.) (e.g. stationery, medicine, 5.4 tailoring, fancy/cloth etc.) -:6];g/L, cf}iflw, n'uf l;pg] / km]G;L n'uf ऩसर_

6 DRINKING WATER SUPPLY SCHEMES (खानऩानी) Gravity-Flow Scheme 6.1 (No. of taps) (wf/f स्मा)

6.2 Tube-wells (no.) sn

Spring/Dug-wells (no.) (d"n/ 6.3 कु वा / इनाय)

7 IRRIGATION SCHEMES (शसचाई)

7.1 Surface Irrigation (ha.) (कु र) Groundwater (ha.) hldgsf] 7.2 kfgL lgsfn]/

8 OTHER INFRASTRUCTURES(अ्म ऩवािधाय)ू Micro-hydro Scheme (no. & 8.1 capacity...... kw) (रघ ु जर ववधुत)

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Service/Infrastructure Settlement Code SN -;]jf / k"jf{wf/_ -a:tLsf] sf]8_ Category A B C D E F G H I J

8.2 Water Mill (no.) (ऩानी घट)

Suspension Bridges (no.) 8.3 (झरगंऩु र)ु Wooden Bridges (no.) 8.4 (काठऩर)ु Other Bridges (specify) (अ्म 8.5 ऩर)ु

9 INDUSTRY (उ्मग)

Weaving Industry (no.) (शसराइ 9.1 फनाई)ु Rice & Flour Mills (no.) (s'6fgL, 9.2 lk;fgL Other Industries (specify) 9.3 (अ्म उ्मग) …......

10 FINANCIAL INSTITUTIONS(वव्ततमस्था, ;+Vof_

10.1 Bank (no.) (फंक)

10.2 Cooperative (सहकायी)

11 COMMUNITY USE(साभदातमकु रमजन, ;+Vof_

11.1 Ghat (no.) (घाट)

11.2 Hatia/Bazaar (no.) (हाट,फजाय)

11.3 Playground (no.) (खर भदान)

Community Centre (no.) 11.4 (साभदातमकु बवन) Community Organisation 11.5 (साभदातमकु ;+3;+:yfx?)

11.6 Others (specify) (अ्म)

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4. Land holding pattern (ज्गा जभीन)

Settlements with no. of Hhs)3/ w'/L ;+Vof( Remarks Land holding pattern A B C D E F G H I J Landless)सकु ु भफासी( <10 ropani) <१०यऩनी( 10 to 20 ropani) १०-२०यऩनी( > 20 ropani) >२०यऩनी(

5. Food grain availability (HH no.) (खा्मान ््थती)

Settlements with no. of Hhs)3/ w'/L ;+Vof( Total Availability Status A B C D E F G H I J

Surplus) वषिबयीऩगयफ्नु ( Sufficient for 9 monthsto 1 year) ९भहहना- १वषिऩ्नु ( Sufficient for 3-9 months)३-९भहहनाऩ्नु ( Less than three months)३भहहनाब्दाकभऩु ्न(

6. Major existing agriculture production (denote the most dominant by 1, second dominant by 2 and so on) (भ्मु उ्जनी – सफ ब्दा फढी राई १ र, दरराई २ र य सही अनसायु जनाउन)

S.N. Type of Agriculture Settlements (a:tL) production (उ्जनीक रकाय) A B C D E F G H I J 1.0 CEREALS(अ्नवारी) 1.1 Rice (धान) 1.2 Wheat (गहु) 1.3 Maize (भक ) 1.4 Millet(कद) 1.5 Junelo (जुनर) 1.6 Phaper (पाऩय)

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S.N. Type of Agriculture Settlements (a:tL) production (उ्जनीक रकाय) A B C D E F G H I J 1.7 Others (list) (अ्म) 2.0 CASH CROPS (नगदवारी) 2.1 Oil Seeds (तर) 2.2 Beans/Dal (दार) 2.3 Tobacco(तभाख)ु 2.4 Potato (आर)ु 2.5 Vegetables (तयकायी) 2.6 Fruits (परपु र) 2.7 Tea/Coffee (्चमा / कपी) 2.8 Amriso (अशिस) 2.9 Sericulture (यसभखती) 2.10 Others (list) (अ्म) 3.0 LIVESTOCK & FISHERIES (ऩशऩारनयभाछाऩारनु ) 3.1 Cattle (cows & buffaloes)(गाई बंसी) 3.2 Horses, Mules (घडा,ख्चय) 3.3 Yak (माक) 3.4 Goat (वारा) 3.5 Sheep (बडा) 3.6 Rabbit(खयाम) 3.7 Pig (सुगय)ु 3.8 Fisheries(भाछा) 3.9 Poultry (कु खुया) 3.10 Bee-keeping (भयी ऩारन) 3.11 Others (अ्म)

7. Migration for employment(यजगायीक रागी वसाई सयाई) No. of Hhs from where at least one person (may be Hh head) is away from home for more than 6 months (६ भहहना ब्दा वढीक रागी)

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Settlement A B C D E F G H I J

No. of Hhs)3/ w'/L ;+Vof+(

Destination)Hffg] 7fpF(

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B. SETTLEMENT INFORMATION:

Name of settlement (व्तीक नाउ):……………………Address:(7]ufgf)M......

Potential market centre(;Defljt ahf/ If]q): ……………………

1. Seasonal migration in search of work(sfdsf] vf]lhdfभसभी वसाई सयाई)

Starting Returning No. of Destination Purpose Month month Total HH (जान ठाउ) (उद्म) (hfg]भहह (kmls{g]भहह (घयधूयी ना) ना) स्मा)

2. Development Potential According to Settlement

2.1 Areas which have significant potential for development, for instance, high agricultural production, tourism development, local mines, etc. (indicate these areas in map/sketch).(ववकाशक सबावना बएका ऺर ज्त, धय वढी उ्जनी हुन ऺर, ऩमिटन ऺर, खानी ऺर)

S.N. Name of Area Description of Development Potential (ऺरक नाउ) (ljsf;sf] ;Defjgf ePsf] वववयण) 1

2

3

2.2 Scope of the proposed linkage in view of promoting socio-economic development

(आ्थिक साभाजीक ववकाश गनिक रागी र्तावीत सडक वाट हुन पामदा ज्त सचाय, कृ षी, शशऺा य ्वा्थ).

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SN Sectors to get direct benefit Describe how it will benefit k||ToIf kmfO{bf kfpg] If]q s;/L kmfO{bf k'¥ofp5, pNn]v ug'{xf]; < 1

2

3

3. Religious, historical, cultural resources and sites of aesthetic and scenic values (wfld{s,ऐतीहासीक, सा्कृ ततक स्ऩदाtyf e"–b[Zo Pj+ ;f}Gbo{o'Qm 7fpFx? )

Type of Name/specification Location from Description Resource road (importance/presentstatus) (नाभ) (रकाय) (सडक वाट दयी)ु a0f{g -dxTj tyf xfnsf] l:ylt_

Temples(भ््दय)

Monuments(शशरा

रख, कक्रा, दयवाय, गपा)ु Sites of aesthetic and scenic values (e"–b[Zo Pj+ ;f}Gbo{o'Qm 7fp)F Others (सा्कृ ततकrf8kj{, d]nfx?)

4. Name of existing community organization-ljBdfg ;fd'bflos ;+:yfx?_ 1…………….…………… 2…………….…………… 3………………………….

5. Trading pattern-Jofkf/ Joj;fosf] cj:yf_ (a) Imported items-lelqg] j:t'x?_M (b) Exported Items -aflxl/g] j:t'x?_

6.a. Travel time from starting point-ofqf ;do_ a.1 By walking -l+x8]/_: a.2 By vehicle -uf8Laf6_:

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6.b. Existing transportation cost (xfnsf] 9'jfgL b/_ b.1 From porter -el/of af6_: b.2 From horse/mule -vRr8 af6_: b.3 From vehicle -uf8L af6_:

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Appendix V: Project Cost

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a. Total Civil work Cost Government of Nepal Ministry of Federal Affairs & Local Development Earthquake Emergency Assistance Project Central Level Project Implementation Unit (CLPIU) Ekantakuna,Jawalakhel,Lalitpur ENGINEER'S ESTIMATE

SN Description of works Unit Quanti Rate(NRs) Amount (NRs) Remark ty

Insurance of works, plants, materials, loss and damage to equipments,

Contractor's workmen and employees and third party insurance against L.S. 800,000.00 800,000.00 1.1 1.000 damage to other persons and property as per GCC clause 13. Provide site office suitable locations acceptable to the project manager

within the contract package with accommodation facilities as specified in month 50,000 900,000.00 1.2 18.000 special provision Carry out additional tests for material and works as required and instructed PS 70,000.00 70,000.00 1.3 by the Engineer.(GCC Clause No. 33.1) 1.000 Relocation of the utilities (water supply, telephone, etc,) and services as instructed by the Engineer as per DoLIDAR-Technical Specifications for PS 250,000 250,000.00 1.4 Labour Based Construction Work of Agricultural & Rural Roads (Tech. Spec. 1.000 for LBCWARR Clause No. G-10. Carry out maintenance of the existing road to keep the road serviceable throughout the contract period. Also provide and maintain traffic safety,

control measures and temporary diversions during construction including month 40,000 720,000.00 1.5 18.000 water spraying thrice a week to avoid dust pollution as per DoLIDAR-Tech. Spec. for LBCWARR Clause No. G-12. Supply and provide rental Four Wheel Drive Double cap Pickup Vehicle with

full option including fuel, driver'wages, major & minor maintenances etc for month 125,000 2,250,000.00 1.6 18.000 the Engineer for supervision works as specified

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SN Description of works Unit Quanti Rate(NRs) Amount (NRs) Remark ty Provide and installation of project information board of size 1.80 mx1.2 m along with iron posts including excavation, concreting, backfilling etc all No. 10,000 20,000.00 1.7 complete as per DoR Standard Specification for Road and Bridge Works 2.000 (SSRBW) July 2001,Section-108 Provision and maintenance of labour camps payable monthly in equal

instalments as per DoR Standard Specification for Road and Bridge Works month 15,000 270,000.00 1.8 18.000 (SSRBW) July 2001,Section-109 (3) Establish, maintain and operate labaratory at the site with equipments

furnishing required for testing specified quality of the materials as per DoR- L.S. 350,000.00 350,000.00 1.9 1.000 SSRBW, Section-511

1.1 Environmental Mitigation Works as Instructed by the Engineer(DOR Section P.S. 300,000.00 300,000.00 1.000 0 109)

1.1 Social Compiliance and safegaurds as instructed by the Engineer(DOR P.S. 300,000.00 300,000.00 1.000 1 Section 109) Sub Total 6,230,000.00 2 SITE CLEARANCE WORKS Clearing and Grubbing including cutting of all types of plants as per

DoLIDAR-Technical Specifcations for Labour Based Construction of 2.1 Sqm 38,977 26.05 1,015,366.74 Agricultural and Rural Raods (Tech. Spec. for LBCWARR) Clause No.: 1- .610 1.5(a), 1-1.5(b) & 1-1.6 2.2 Dismantling Works Dismantling of culverts, bridges, pavements and other structures. The operations covered are dismantling,excavation, back filling, stacking, disposing,handling and haulage up to a lead of 100 m along the lead route.The activity includes safety precautions and incidentals as per DoLIDAR Norms no 3,Clause 1-2. Dismantling of Stone masonary as per DoLIDAR-Tech. Spec. for LBCWARR a cum 1,302.95 44,300.30 Clause No.1-2 a 34.000 b Dismantling of Gabion works cum 742.68 18,938.34

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SN Description of works Unit Quanti Rate(NRs) Amount (NRs) Remark ty 25.500 Dismantling of Concrete, as per DoLIDAR-Tech. Spec. for LBCWARR c cum 1,954.42 5,276.93 Clause No. (1-2 b) 2.700 2.3 Reconstruction Works - Reconstruction of existing Stone masonary work with reuse of a cum 3,567.65 121,300.10 stones/rubbles from existing ones. 34.000 Reconstruction of existing Gabion works with reuse of stones/rubbles from b cum 1,538.45 46,153.50 existing ones. Sub Total 30.000 Sub Total 1,251,335.91 3 EARTHWORKS Excavation in roadway and drain in all types of soil and rock materials

including removal and satisfactory disposal of all materials at approved 3.1 cum 162,16 71.56 11,604,339.34 environmentally safe tipping area as per DoLIDAR-Tech. Spec. for 2.372 LBCWARR Clause No. 2-1 Excavation in foundation in structure in all types of soil materials including

removal and satisfactory disposal of all materials at approved 3.2 Cu.m. 17,080 134.46 2,296,674.15 environmentally safe tipping area as per DoLIdar-Tech. Spec, for .724 LBCWARR Clause No. 2-5 Formation of embankments including compaction in layers not exceeding 3.3 150 mm compacted depth, watering and haulage 10 m etc as per DOR cum 33,999 145.27 4,939,105.91 Norms Serial No:9.05.01,Tech. Clause no 909 .490

Transportation of material beyond the initial lead within 1 km distance with cum 387.19 50.00 19,359.95 3.4 safe disposal sites as instructed by the engineer. 9 Sub Total 18,859,479.35

STRUCTURAL/ SIDE DRAIN/ CROSS DRAINAGE WORKS 4

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SN Description of works Unit Quanti Rate(NRs) Amount (NRs) Remark ty Supply machine made fabrication of gabion boxes of different sizes with hexagonal mesh size of 100 mm x 120 mm including rolling, cutting and weaving (mesh wire 3.0 mm, selvedge wire 3.9 mm, binding wire 2.4 mm, all 4.1 heavy zinc coated wires),assembling, placing in position, packing and filling Cum 5,196.000 4264.03 22,155,899.88 of gabion create with rubble stone and tying by 2.4 mm binding wires all complete as per DoLIDAR-Tech. Spec. for LBCWARR Clause No. 17-1.4, 17-5 & 17-6 Provide and place Geo-textile all complete as per drawing and specifications 4.2 sq.m 2,840.000 141.85 402,854.00 as per (DOR-SSRBW Section No.: 2404,3110) Supply & place un-coursed random rubble stone masonry works in MM 5 cement sand mortar in the line & level all complete stone masonry work including full compensation for all labour, materials and other incidentals 4.3 required to complete the work as per the specifications and drawings. It Cu.m. 6,225.595 7472.39 46,520,073.82 includes full compensation for using specially dressed stones on the face of wall with batter and provisions for weep hole as necessary as per DoLIDAR- Tech. Spec. for LBCWARR Clause No. 8 Supply & place110 mm Dia. HDPE Pipe for weep hole as per Nepal 4.4 1,814.531 409.54 743,123.03 Standard & directed by Engineer rm Supply and Place graded filter material in backfilling for structures and cross 4.5 1,322.895 1528.29 2,021,767.20 drainage works cum Supply & place P.C.C. works M 10/20 as per DoLIDAR-Tech. Spec. for 4.6 668.258 8621.29 5,761,246.01 LBCWARR Clause No. 11 Cum Supply & place P.C.C. works M 20/20 as per DoLIDAR-Tech. Spec. for 12544.1 4.7 2,576.212 32,316,441.28 LBCWARR Clause No. 11 Cum 7 Supply & place P.C.C. works M 25/20 as per DOR-SSRBW,July 15559.8 4.8 104.900 1,632,232.46 2001,Section 2000 Cum 9 Supply and place formwork for concrete works with all complete as per 4.9 3,808.210 1139.90 4,340,978.58 DOLIDAR Item 39-9-a Sqm Supply & place TMT high tensile strength steel reinforcement of specified

4.1 grade ( Fe 500) for RCC works including bending, centring & binding in 115.53 3,010,184.22 26,055.271 position as per DoLIDAR-Tech. Spec. for LBCWARR Clause No. 10 Kg

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SN Description of works Unit Quanti Rate(NRs) Amount (NRs) Remark ty 4.1 Supply and Place stone Soling as per DoLIDAR-Tech. Spec. for LBCWARR 113.194 3804.23 430,616.01 1 Clause No. 17-1.4, 17-5 & 17-6 Cum Supply, Laying, fitting and fixing of hume pipe class NP3. It includes all 4.1 operations required to complete the work and the jointing of pipes with 1:2 - 0.00 - 2 cement sand mortar as per DoLIDAR-Tech. Spec. for LBCWARR Clause No. 15-5 and 15-6 a 300 mm diameter pipe for irrigation purpose rm 37.500 3804.23 142,658.63 b 600 mm diameter pipe as per DOLIDAR Item no 47-15-5,15-6-b rm 212.500 7067.46 1,501,835.25 900 mm diameter pipe as per DOLIDAR Item no 47-15-5,15-6-b rm 25.000 12714.4 317,860.50 c 2 4.1 Back filling in layers in foundation pits,trenches,etc, including compaction and 4,812.716 426.98 2,054,933.48 3 watering etc. complete,lead 10m As per Dor activity no 9.10,clause no 908. Cum 4.1 Supply & place160 mm Dia. HDPE Pipe for irrigational purpose as per Nepal 300.000 2345.23 703,569.00 4 Standard & directed by Engineer rm 4.1 Providing and installing tarfelt sheet including all necessaary axilliary and 34.485 156.35 5,391.73 5 incidental works etc. complete as per drawing and specification Sqm Sub Total 124,061,665.08 5 PAVEMENT WORKS Preparation of subgrade for rehabilitation works as per DoR-SSRBW 5.1 Sq.m 23.16 1,760,859.36 (Standard Specification for Road & Bridge Works, 2001) SECTION No. 1003 76,030.197 Providing, laying, spreading, watering, leveling and compaction of natural

5.2 sand gravel sub base grading as specified and according to the designed Cu.m. 1333.60 18,650,107.94 13,984.784 camber all complete as per DoR-SSRBW SECTION No. 1201 Providing, laying, spreading, watering, leveling and compaction of gravel 5.3 2,176.290 3082.87 6,709,219.15 crusher run materials for base course lead up to 10m. Cum Providing and spraying bituminous prime coat MC30/MC70 including

5.4 cleaning the road surface using wire brushes, broom etc before applying 162.82 2,362,285.12 14,508.600 prime coat as per DoR-SSRBW, Section 13.01,1301 & 1302. lit Providing and spraying bituminous Tack coat MC30/MC70 including cleaning

5.5 the road surface using wire brushes, broom etc before applying prime coat 162.82 2,362,285.12 14,508.600 as per DoR-SSRBW, Section 13.01,1301 & 1302. lit

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SN Description of works Unit Quanti Rate(NRs) Amount (NRs) Remark ty Providing, mixing, laying and compaction of premix carpetting of 20 mm thick 14770.5 5.6 290.172 4,285,991.48 all complete as as per DoR-SSRBW, Section 1307 & 1308. Cum 2 Providing and laying sand seal.as per DOR Norms:Activity No:13.07,Spec Sqm 5.7 14,508.600 105.80 1,535,011.90 Clause No 1301-1305 Sub Total 37,665,760.08 6 ROAD FURNITURE / TRAFFIC SIGN BOARD Supplying and fixing in place R.C.C.delineater and guard post including 6.1 Nos 1,000.000 1411.25 1,411,250.00 excavation,paintng,and erectionetc. all complete as final drawing of DoLIDAR Supplying and placing standard RCC kilometer post (place at each km) all 6.2 complete including painting, and writing etc. all complete as per specification Nos 10.000 3078.20 30,782.00 and drawings of DoLIDAR Supplying and placing standard RCC kilometer post (place at 5km interval ) 6.3 all complete including painting, and writing etc. all complete as per Nos 3.000 7295.71 21,887.13 specification and drawings of DoLIDAR Supply machine made fabrication of gabion boxes of different sizes with hexagonal mesh size of 100 mm x 120 mm including rolling, cutting and weaving (mesh wire 3.0 mm, selvedge wire 3.9 mm, binding wire 2.4 mm, all 6.4 heavy zinc coated wires),assembling, placing in position, packing and filling cum 95.606 4264.03 407,666.85 of gabion create with rubble stone and tying by 2.4 mm binding wires all complete as per DoLIDAR-Tech. Spec. for LBCWARR Clause No. 17-1.4, 17-5 & 17-6 Supply & place un-coursed random rubble stone masonry works in 1:4 cement sand mortar in the line & level all complete stone masonry work including full compensation for all labour, materials and other incidentals 6.5 required to complete the work as per the specifications and drawings. It cum 18.000 7472.39 134,503.02 includes full compensation for using specially dressed stones on the face of wall with batter and provisions for weep hole as necessary as per DoLIDAR- Tech. Spec. for LBCWARR Clause No. 8 Supplying and erecting traffic sign in place including 50 mm dia steel tube, 6.6 2mm thick steel plate, cement concrete, painting, writing and supporting steel - 0.00 - angle nut and bolt etc complete as per DoR-SSRBW SECTION No. 1501)

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SN Description of works Unit Quanti Rate(NRs) Amount (NRs) Remark ty 60 cm dia circular, 60 cm equilateral triangle and 60 x 45 cm rectangular a Nos 50.000 2987.10 149,355.00 shaped sign (Single post) b 1.2m x 0.75 m size bigger traffic sign with back support and two or more post Nos 10.000 7933.35 79,333.50 Sub Total 2,234,777.50 7 BIOENGINEERING WORKS 7.1 Slope trimming work DoLIDAR : 4 Spec.Clause No.: 2-1.3.2,2-1.8 and 2-1.95 sqm 2,000.000 75.90 151,800.00 Construction of Rip-rap drain with the stone pitching work of 20 cm thick and 7.2 Rm 100.000 556.91 55,691.00 1.2 m wide as per DoLIDAR-Tech. Spec. for LBCWARR Clause No. 8 Dry stone check/toe walls for segmentation and support of slopes DoLIDAR 7.3 cum 39.600 2031.78 80,458.49 Tech. Spec. clause No. 8 7.4 Supply & construction of gabion check / toe wall for slope protection cum 100.000 4264.03 426,403.25 Brush layering work: including preparation of terraces of 30 - 40 cm wide and laying live cuttings of selected Species along the terrace @ 5 cm c/c with 2/3 of cuttings in to terrace and leaving one bud and up to 1/3 of the cuttings 7.5 Rm 200.000 120.80 24,160.00 sticking beyond the terrace edge ( Cutting can be of assuro,simali etc of 45 - 60 m length) DoLIDAR Spec.Clause no.70-6.7 b Planting rooted grass slips on slopes < 45˚ including preparation of slips on site. Operation includes digging planting holes to a maximum of 5 cm depth 7.6 with metal or hardwood peg, epending on nature of soil. The planting s m 2,000.000 237 13 474,260.00 drills should be spaced 10 cm apart as per Bio engineering information of DOR Planting containerised tree and shrub seedlings, including pitting, transplanting, composting and placing tree guards, on toe of embankment 7.7 slopes in plain areas, not less than 8 m from the road centre line. Pit size 30 Nos 30.000 61.8 1,854.38 cm diameter×30 cm depth. Compost volume ⅟₄ of the volume of pit, mixed with original soil as per Bio eng neering i formation of DOR Sub-Total 1,214,627.11 8 DAY WORKS

Supply of labour as required as per preamble a d as instructed by the 8.1 Engineer.

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SN Description of works Unit Quanti Rate(NRs) Amount (NRs) Remark ty a Unskilled labour m/d 300.000 550.00 165,000.00 b skilled labour m/d 100.000 770.00 77,000.00 Supply of excavator for maintenance of road as required and instructed by hrs 80.000 1800.00 144,000.00 8.2 engineer L.S. 1.000 75000.0 75000.00 8.3 Provide Built up Drawing as completed 0 Sub Total 461,000.00 SUM OF ALL Base Cost(A) 191,978,645.04 SUBTOTALS 13% OF A VAT @ 13%( B) 24,957,223.86

(A+B) Total Cost including Base Cost and VAT(C) 216,935,868.90

A/12.590

Cost per Kilometer of construction works including Base Cost and VAT(D) 17,230,985.62

Work Charge Staff & Miscellaneous Expenses @ 3%(E) 5,759,359.35

Physical Contingency @ 10%(F) 19,197,864.50

Grand Total(G) 241,893,092.75

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b. Total Project Cost SN Particulars Amount (NRs.) 1.1 Environmental Management Cost 1.1.1 Environmental awareness raising training 250,000.00 Compensatory plantation & protection cost for trees on CF 1.1.2 and private land 1,124,609.50 1.1.3 Road side plantation 250,000.00 1.1.4 Road safety and informative signboard 150,000.00 1.1.5 Environmental monitoring cost 250,000.00 Sub-total (i) 2,024,609.50 1.2 Other environmental cost( included in civil works cost also) 1.2.1 Structural/ Side Drain/ Cross drainage works 124,061,665.08 1.2.2 Occupational health and safety (GPA insurance) 800,000.00 1.2.3 Bioengineering works 1,214,627.11 Sub-total (ii) 126,076,292.19 Total (i+ii) (A) 128,100,901.69 2 Civil Work Cost 2.1 Total civil work cost 241,893,092.75 Other environmental cost included in civil work cost (as given in item 1.2 above) for occupational health & safety, 2.2 bioengineering works, toe wall for spoil management 126,076,292.19 Civil work cost excluding occupational health & safety, 2.3 bioengineering and toe wall for spoil management (B) 115,816,800.56 3 Resettlement Plan Cost Compensation cost (land, trees, relocation cost for private 3.1 and community structures within RoW) 10,485,356.24 Supporting cost for deed transfer, management cost for 3.2 absentee families 544,000.00 3.4 Contingency (20%) 2,097071.25 3.5 Income generattion and livelihood improvement Program 1,840,000.00 Sub-total (C) 14,966,427.49 4 Gender Equality & Social Inclusion Plan Cost Disaster preparedness works session visual/ documentary 4.1 show on D & RM 100,000.00 4.2 Campaign program (Awareness program on CLS IT) 50,000.00 Sub-total (D) 150,000.00 Grand Total Project Cost (A+B+C+D) 259,034,129.74

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 136

c. Resettlement Cost S.N. Budget Unit Total Amount Remarks loss (NRs.) 1. DIRECT COST 1.1 Land Compensation Ha. 5.24 1942868.76 148 Interviewed HHs of Interviewed HHs 1.2 Land Compensation of Ha. 3.23 1104553.69 119 Absentees’ HHs Absentees’ HHs 1.3 Compensation for Ha. 1.34 515054.88 50 Non-Registered Plots Non-Registered Land 1.4 Private Trees No. 853 161684 1.5 Private Fruit Trees No. 468 462000 1.6 CFUGs Trees No. 253 202025.54 3 CFUGs 1.7 CFUGs Fruit Trees No 20 40000 CFUG 1.8 Private Crops (Maize) Ha. 9.81 696807.94 247 HHs(including absentee HHs and 50 non-registered plots) 1.9 Private Structures No. 108 3914240.64 Total 108 structures out of this only 2 residences are fully affected and other structures are partial and small structures which details are attached in appendix IV. 1.1 Private Residence EQ No. 6 317985.42 Out of 6 EQ affected structures 4 are residences and 2 are affected only pali. Cost calculates only material transportation. 1.11 Temporary No. 29 212805.89 29 Temporary CGI taharas, CGI/taharas Cow/cattle sheds 1.12 Relocation No. 2 16500 Relocate beyond the RoW. /Transportation cost 1.13 Public Structure No. 9 898829.48 4 tapstands, 2 chautara, 1 irrigation canal, 1 temple and 1 health post Sub Total 10485356.2 2. INDIRECT COST 2.1 Deed Transfer Fees plots 425 425000 DOLIDAR NORMS 2.2 Management cost for HHs 119 119000 DOLIDAR NORMS absentees' Sub Total 544000 3 Income Generation and LS 23 1840000 23 APs Livelihood

Improvement Program 4 Contingency (20%) 2097071.25 GRAND TOTAL(1+2+3+4) 14966427.5

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 137

Appendix VI: Spoil for hauage beyond 1km

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 138

Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 1 0+000 1.775 0.03 0.623 0.03 3+100 3.10 2.10 0.063 2 0+020 1.273 14.165 0 6.23 7.935 3+100 3.08 2.08 16.505 3 0+040 0 4.73 0 0 4.73 3+100 3.06 2.06 9.744 4 0+060 39.8 0 0.6 6 -6 3+100 3.04 2.04 0.000 5 0+080 25.438 0 0.558 11.58 -11.58 3+100 3.02 2.02 0.000 6 0+100 40.345 0 0.649 12.07 -12.07 3+100 3.00 2.00 0.000 7 0+120 57.58 0 0 6.49 -6.49 3+100 2.98 1.98 0.000 8 0+140 67.708 0 0 0 0 3+100 2.96 1.96 0.000 9 0+160 95.163 0 0 0 0 3+100 2.94 1.94 0.000 10 0+180 120.875 0 0.185 1.85 -1.85 3+100 2.92 1.92 0.000 11 0+200 153.943 11.083 0 1.85 9.233 3+100 2.90 1.90 17.543 12 0+220 145.796 3.163 0.36 3.6 -0.437 3+100 2.88 1.88 0.000 13 0+240 141.283 40.285 0 3.6 36.685 3+100 2.86 1.86 68.234 14 0+260 99.998 26.525 0.003 0.03 26.495 3+100 2.84 1.84 48.751 15 0+280 133.475 0 0 0.03 -0.03 3+100 2.82 1.82 0.000 16 0+300 187.592 0.003 2.199 21.99 -21.987 3+100 2.80 1.80 0.000 17 0+320 111.453 0 0.358 25.57 -25.57 3+100 2.78 1.78 0.000 18 0+340 96.518 0.005 0 3.58 -3.575 3+100 2.76 1.76 0.000 19 0+360 99.035 0 0.103 1.03 -1.03 3+100 2.74 1.74 0.000 20 0+380 102.413 0 0.363 4.66 -4.66 3+100 2.72 1.72 0.000 21 0+400 77.02 0 3.148 35.11 -35.11 3+100 2.70 1.70 0.000 22 0+420 69.138 0 6.793 99.41 -99.41 3+100 2.68 1.68 0.000 23 0+440 56.198 0 5.796 125.89 -125.89 3+100 2.66 1.66 0.000 24 0+460 25.005 0 0.035 58.31 -58.31 3+100 2.64 1.64 0.000 25 0+480 27.168 0 0 0.35 -0.35 3+100 2.62 1.62 0.000 26 0+500 67.158 0 0.005 0.05 -0.05 3+100 2.60 1.60 0.000 27 0+520 56.24 0.003 0 0.05 -0.047 3+100 2.58 1.58 0.000 28 0+540 26.758 0 0 0 0 3+100 2.56 1.56 0.000 29 0+560 5.815 0.013 0 0 0.013 3+100 2.54 1.54 0.020 30 0+580 3.598 1.906 0.063 0.63 1.276 3+100 2.52 1.52 1.940 31 0+600 1.641 1.448 0 0.63 0.818 3+100 2.50 1.50 1.227 32 0+620 0.891 2.065 0 0 2.065 3+100 2.48 1.48 3.056 33 0+640 0 7.08 0.098 0.98 6.1 3+100 2.46 1.46 8.906 34 0+660 9.623 21.047 0.065 1.63 19.417 3+100 2.44 1.44 27.960 35 0+680 8.325 20.733 0.023 0.88 19.853 3+100 2.42 1.42 28.191 36 0+700 3.015 4.955 0 0.23 4.725 3+100 2.40 1.40 6.615 37 0+720 6 3.333 0 0 3.333 3+100 2.38 1.38 4.600 38 0+740 1.146 4.282 0.168 1.68 2.602 3+100 2.36 1.36 3.539

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 39 0+760 6.198 1.713 0.605 7.73 -6.017 3+100 2.34 1.34 0.000 40 0+780 66.03 0 0.085 6.9 -6.9 3+100 2.32 1.32 0.000 41 0+800 44.851 0 1.365 14.5 -14.5 3+100 2.30 1.30 0.000 42 0+820 45.995 0 4.673 60.38 -60.38 3+100 2.28 1.28 0.000 43 0+840 27.703 0 3.883 85.56 -85.56 3+100 2.26 1.26 0.000 44 0+860 11.175 0 0.313 41.96 -41.96 3+100 2.24 1.24 0.000 45 0+880 7.4 0.138 3.46 37.73 -37.592 3+100 2.22 1.22 0.000 46 0+900 6.251 10.636 2.723 61.83 -51.194 3+100 2.20 1.20 0.000 47 0+920 5.02 8.815 0 27.23 -18.415 3+100 2.18 1.18 0.000 48 0+940 10.95 0 0.366 3.66 -3.66 3+100 2.16 1.16 0.000 49 0+960 17.833 0 0 3.66 -3.66 3+100 2.14 1.14 0.000 50 0+980 27.778 0 0.808 8.08 -8.08 3+100 2.12 1.12 0.000 51 1+000 32.792 0.175 0 8.08 -7.905 3+100 2.10 1.10 0.000 52 1+020 13.531 4.718 0 0 4.718 3+100 2.08 1.08 5.095 53 1+040 15.105 0.403 0 0 0.403 3+100 2.06 1.06 0.427 54 1+060 26.505 0 0 0 0 3+100 2.04 1.04 0.000 55 1+080 19.05 17.595 0 0 17.595 3+100 2.02 1.02 17.947 56 1+100 14.147 14.995 0 0 14.995 3+100 2.00 1.00 14.995 57 1+120 3.818 5.586 4.405 44.05 -38.464 3+100 1.98 0.98 0.000 58 1+140 9.84 0.17 13.728 181.33 -181.16 3+100 1.96 0.96 0.000 59 1+160 23.548 0 13.983 277.11 -277.11 3+100 1.94 0.94 0.000 60 1+180 40.108 0.623 7.223 212.06 -211.437 3+100 1.92 0.92 0.000 61 1+200 18.72 1.293 0.005 72.28 -70.987 3+100 1.90 0.90 0.000 62 1+220 8.145 1.86 0 0.05 1.81 3+100 1.88 0.88 1.593 63 1+240 17.668 0.178 0 0 0.178 3+100 1.86 0.86 0.153 64 1+260 34.95 0 0.153 1.53 -1.53 3+100 1.84 0.84 0.000 65 1+280 42.35 0 0 1.53 -1.53 3+100 1.82 0.82 0.000 66 1+300 55.238 0 0.018 0.18 -0.18 3+100 1.80 0.80 0.000 67 1+320 17.253 2.397 0.168 1.86 0.537 3+100 1.78 0.78 0.419 68 1+340 32.26 0.618 1.031 11.99 -11.372 3+100 1.76 0.76 0.000 69 1+360 10.908 3.3 3.518 45.49 -42.19 3+100 1.74 0.74 0.000 70 1+380 55.665 0 4.038 75.56 -75.56 3+100 1.72 0.72 0.000 71 1+400 29.673 6.206 0.048 40.86 -34.654 3+100 1.70 0.70 0.000 72 1+420 5.603 3.126 0 0.48 2.646 3+100 1.68 0.68 1.799 73 1+440 4.328 0.078 0.01 0.1 -0.022 3+100 1.66 0.66 0.000 74 1+460 5.602 0.358 0.515 5.25 -4.892 3+100 1.64 0.64 0.000 75 1+480 6.362 0.715 3.811 43.26 -42.545 3+100 1.62 0.62 0.000 76 1+500 12.722 5.603 3.038 68.49 -62.887 3+100 1.60 0.60 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 77 1+520 8.585 4.68 1.938 49.76 -45.08 3+100 1.58 0.58 0.000 78 1+540 4.445 0.003 0.275 22.13 -22.127 3+100 1.56 0.56 0.000 79 1+560 22.733 0 0.08 3.55 -3.55 3+100 1.54 0.54 0.000 80 1+580 8.51 0 0.915 9.95 -9.95 3+100 1.52 0.52 0.000 81 1+600 18.193 6.595 0.895 18.1 -11.505 3+100 1.50 0.50 0.000 82 1+620 1.153 2.228 3.13 40.25 -38.022 3+100 1.48 0.48 0.000 83 1+640 2.643 1.436 13.148 162.78 -161.344 3+100 1.46 0.46 0.000 84 1+660 3.688 0.573 10.52 236.68 -236.107 3+100 1.44 0.44 0.000 85 1+680 9.221 9.803 4.061 145.81 -136.007 3+100 1.42 0.42 0.000 86 1+700 9.485 0.11 5.42 94.81 -94.7 3+100 1.40 0.40 0.000 87 1+720 7.42 0 7.421 128.41 -128.41 3+100 1.38 0.38 0.000 88 1+740 2.913 0.08 5.043 124.64 -124.56 3+100 1.36 0.36 0.000 89 1+760 5.785 0 1.958 70.01 -70.01 3+100 1.34 0.34 0.000 90 1+780 6.993 0 0 19.58 -19.58 3+100 1.32 0.32 0.000 91 1+800 6.781 2.63 0 0 2.63 3+100 1.30 0.30 0.789 92 1+820 8.946 4.408 0 0 4.408 3+100 1.28 0.28 1.234 93 1+840 1.083 4.418 0 0 4.418 3+100 1.26 0.26 1.149 94 1+860 2.793 3.636 0 0 3.636 3+100 1.24 0.24 0.873 95 1+880 4.045 3.798 5.803 58.03 -54.232 3+100 1.22 0.22 0.000 96 1+900 8.475 0 11.99 177.93 -177.93 3+100 1.20 0.20 0.000 97 1+920 3.082 1.525 13.793 257.83 -256.305 3+100 1.18 0.18 0.000 98 1+940 1.102 5.755 5.803 195.96 -190.205 3+100 1.16 0.16 0.000 99 1+960 0.473 1.878 5.003 108.06 -106.182 3+100 1.14 0.14 0.000 100 1+980 4.838 0.003 4.398 94.01 -94.007 3+100 1.12 0.12 0.000 101 2+000 12.977 0 1.976 63.74 -63.74 3+100 1.10 0.10 0.000 102 2+020 4.948 0.003 0.13 21.06 -21.057 3+100 1.08 0.08 0.000 103 2+040 1.768 0.093 2.873 30.03 -29.937 3+100 1.06 0.06 0.000 104 2+060 9.718 0 6.61 94.83 -94.83 3+100 1.04 0.04 0.000 105 2+080 4.155 0.373 1.473 80.83 -80.457 3+100 1.02 0.02 0.000 106 2+100 1.513 0.41 0 14.73 -14.32 3+100 1.00 0.00 0.000 107 2+120 5.868 0 0 0 0 3+100 0.98 0.00 0.000 108 2+140 3.97 0.028 0 0 0.028 3+100 0.96 0.00 0.000 109 2+160 2.83 0 0 0 0 3+100 0.94 0.00 0.000 110 2+180 0.025 2.248 0 0 2.248 3+100 0.92 0.00 0.000 111 2+200 0.475 3.983 1.68 16.8 -12.817 3+100 0.90 0.00 0.000 112 2+220 0.81 2.838 4.368 60.48 -57.642 3+100 0.88 0.00 0.000 113 2+240 0.023 3.455 7.218 115.86 -112.405 3+100 0.86 0.00 0.000 114 2+260 1.975 1.591 4.135 113.53 -111.939 3+100 0.84 0.00 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 115 2+280 9.553 1.568 10.671 148.06 -146.492 3+100 0.82 0.00 0.000 116 2+300 6.96 0 0.273 109.44 -109.44 3+100 0.80 0.00 0.000 117 2+320 6.315 0 0 2.73 -2.73 3+100 0.78 0.00 0.000 118 2+340 3.27 0.003 0 0 0.003 3+100 0.76 0.00 0.000 119 2+360 2.473 0.01 0.29 2.9 -2.89 3+100 0.74 0.00 0.000 120 2+380 1.99 0.01 0.365 6.55 -6.54 3+100 0.72 0.00 0.000 121 2+400 2.365 0.055 0.635 10 -9.945 3+100 0.70 0.00 0.000 122 2+420 4.412 0 0 6.35 -6.35 3+100 0.68 0.00 0.000 123 2+440 3.933 0.008 1.723 17.23 -17.222 3+100 0.66 0.00 0.000 124 2+460 4.892 0 3.405 51.28 -51.28 3+100 0.64 0.00 0.000 125 2+480 2.605 0.205 2.2 56.05 -55.845 3+100 0.62 0.00 0.000 126 2+500 1.738 0.363 1.305 35.05 -34.687 3+100 0.60 0.00 0.000 127 2+520 2.165 0.098 1.657 29.62 -29.522 3+100 0.58 0.00 0.000 128 2+540 3.155 0.6 12.53 141.87 -141.27 3+100 0.56 0.00 0.000 129 2+560 1.33 0.908 13.795 263.25 -262.342 3+100 0.54 0.00 0.000 130 2+580 2.17 0.773 2.456 162.51 -161.737 3+100 0.52 0.00 0.000 131 2+600 1.253 1.23 0 24.56 -23.33 3+100 0.50 0.00 0.000 132 2+620 2.558 1.188 0 0 1.188 3+100 0.48 0.00 0.000 133 2+640 3.06 0.455 2.855 28.55 -28.095 3+100 0.46 0.00 0.000 134 2+660 1.193 1.427 5.098 79.53 -78.103 3+100 0.44 0.00 0.000 135 2+680 2.206 0.465 9.448 145.46 -144.995 3+100 0.42 0.00 0.000 136 2+700 5.398 0 10.948 203.96 -203.96 3+100 0.40 0.00 0.000 137 2+720 15.445 0.003 4.389 153.37 -153.367 3+100 0.38 0.00 0.000 138 2+740 16.71 0 4.615 90.04 -90.04 3+100 0.36 0.00 0.000 139 2+760 30.878 0.003 2.947 75.62 -75.617 3+100 0.34 0.00 0.000 140 2+780 1.666 9.941 0.398 33.45 -23.509 3+100 0.32 0.00 0.000 141 2+800 15.721 1.273 2.37 27.68 -26.407 3+100 0.30 0.00 0.000 142 2+820 3.6 3.48 0.963 33.33 -29.85 3+100 0.28 0.00 0.000 143 2+840 1.758 0.4 0 9.63 -9.23 3+100 0.26 0.00 0.000 144 2+860 5.475 0.303 0 0 0.303 3+100 0.24 0.00 0.000 145 2+880 6.885 0.127 0.065 0.65 -0.523 3+100 0.22 0.00 0.000 146 2+900 4.153 0 0.725 7.9 -7.9 3+100 0.20 0.00 0.000 147 2+920 19.22 3.94 0.058 7.83 -3.89 3+100 0.18 0.00 0.000 148 2+940 40.365 2.217 3.228 32.86 -30.643 3+100 0.16 0.00 0.000 149 2+960 40.715 1.615 2.003 52.31 -50.695 3+100 0.14 0.00 0.000 150 2+980 42.478 0 0.028 20.31 -20.31 3+100 0.12 0.00 0.000 151 3+000 32.438 0.003 0 0.28 -0.277 3+100 0.10 0.00 0.000 152 3+020 17.455 0 0.285 2.85 -2.85 3+100 0.08 0.00 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 153 3+040 7.788 0.38 0.1 3.85 -3.47 3+100 0.06 0.00 0.000 154 3+060 7.455 1.218 0.098 1.98 -0.762 3+100 0.04 0.00 0.000 155 3+080 0 26.878 0.565 6.63 20.248 3+100 0.02 0.00 0.000 156 3+100 4.823 44.133 0.268 8.33 35.803 3+100 0.00 0.00 0.000 157 3+120 0 0 0.168 4.36 -4.36 3+100 0.02 0.00 0.000 158 3+140 7.765 3.878 0 1.68 2.198 3+100 0.04 0.00 0.000 159 3+160 19.953 1.108 0 0 1.108 3+100 0.06 0.00 0.000 160 3+180 33.37 0 3.993 39.93 -39.93 3+100 0.08 0.00 0.000 161 3+200 34.653 0 0.073 40.66 -40.66 3+100 0.10 0.00 0.000 162 3+220 26.163 0.678 0.005 0.78 -0.102 3+300 0.08 0.00 0.000 163 3+240 13.248 2.207 0 0.05 2.157 3+300 0.06 0.00 0.000 164 3+260 8.596 8.405 0.203 2.03 6.375 3+300 0.04 0.00 0.000 165 3+280 4.813 2.685 2.198 24.01 -21.325 3+300 0.02 0.00 0.000 166 3+300 1.17 2.145 6.498 86.96 -84.815 3+300 0.00 0.00 0.000 167 3+320 10.45 4.845 9.218 157.16 -152.315 3+300 0.02 0.00 0.000 168 3+340 9.675 0.53 7.151 163.69 -163.16 3+300 0.04 0.00 0.000 169 3+360 24.195 0 0.861 80.12 -80.12 3+300 0.06 0.00 0.000 170 3+380 27.808 0 0.216 10.77 -10.77 3+300 0.08 0.00 0.000 171 3+400 18.17 0.24 0.005 2.21 -1.97 3+300 0.10 0.00 0.000 172 3+420 10.215 0.008 0.161 1.66 -1.652 3+300 0.12 0.00 0.000 173 3+440 3.335 0.53 3.096 32.57 -32.04 3+300 0.14 0.00 0.000 174 3+460 3.233 0.3 4.846 79.42 -79.12 3+300 0.16 0.00 0.000 175 3+480 5.793 1.3 4.89 97.36 -96.06 3+300 0.18 0.00 0.000 176 3+500 8.393 0.605 3.276 81.66 -81.055 3+300 0.20 0.00 0.000 177 3+520 9.347 0.133 4.03 73.06 -72.927 3+300 0.22 0.00 0.000 178 3+540 7.331 3.421 5.505 95.35 -91.929 3+300 0.24 0.00 0.000 179 3+560 4.575 4.943 7.577 130.82 -125.877 3+300 0.26 0.00 0.000 180 3+580 3.678 1.763 11.87 194.47 -192.707 3+300 0.28 0.00 0.000 181 3+600 5.98 0.065 10.158 220.28 -220.215 3+300 0.30 0.00 0.000 182 3+620 13.293 0 8.421 185.79 -185.79 3+300 0.32 0.00 0.000 183 3+640 5.523 0.943 13.178 215.99 -215.047 3+940 0.30 0.00 0.000 184 3+660 6.498 3.271 12.346 255.24 -251.969 3+940 0.28 0.00 0.000 185 3+680 15.293 0.708 14.583 269.29 -268.582 3+940 0.26 0.00 0.000 186 3+700 4.65 2.425 8.351 229.34 -226.915 3+940 0.24 0.00 0.000 187 3+720 14.545 0 2.681 110.32 -110.32 3+940 0.22 0.00 0.000 188 3+740 15.448 0 1.64 43.21 -43.21 3+940 0.20 0.00 0.000 189 3+760 2.038 0.105 3.536 51.76 -51.655 3+940 0.18 0.00 0.000 190 3+780 1.058 0.965 7.503 110.39 -109.425 3+940 0.16 0.00 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 191 3+800 0.257 1.923 9.655 171.58 -169.657 3+940 0.14 0.00 0.000 192 3+820 0.418 5.745 5.968 156.23 -150.485 3+940 0.12 0.00 0.000 193 3+840 0.468 8.145 6.646 126.14 -117.995 3+940 0.10 0.00 0.000 194 3+860 0.035 7.46 9.733 163.79 -156.33 3+940 0.08 0.00 0.000 195 3+880 4.193 0.01 9.605 193.38 -193.37 3+940 0.06 0.00 0.000 196 3+900 9.347 0 5.875 154.8 -154.8 3+940 0.04 0.00 0.000 197 3+920 8.915 0 2.972 88.47 -88.47 3+940 0.02 0.00 0.000 198 3+940 8.82 0 1.261 42.33 -42.33 3+940 0.00 0.00 0.000 199 3+960 12.39 0 0 12.61 -12.61 3+940 0.02 0.00 0.000 200 3+980 10.373 0 0 0 0 3+940 0.04 0.00 0.000 201 4+000 10.852 0 0 0 0 3+940 0.06 0.00 0.000 202 4+020 0.1 2.197 0 0 2.197 3+940 0.08 0.00 0.000 203 4+040 1.395 2.543 0 0 2.543 3+940 0.10 0.00 0.000 204 4+060 11.423 0.08 0 0 0.08 3+940 0.12 0.00 0.000 205 4+080 8.935 0 0 0 0 3+940 0.14 0.00 0.000 206 4+100 13.445 0 0 0 0 3+940 0.16 0.00 0.000 207 4+120 16.158 0 1.486 14.86 -14.86 3+940 0.18 0.00 0.000 208 4+140 9.18 0.828 7.626 91.12 -90.292 3+940 0.20 0.00 0.000 209 4+160 13.803 8.075 4.186 118.12 -110.045 3+940 0.22 0.00 0.000 210 4+180 4.472 5.388 6.48 106.66 -101.272 3+940 0.24 0.00 0.000 211 4+200 18.015 0.835 5.915 123.95 -123.115 3+940 0.26 0.00 0.000 212 4+220 0.203 3.72 0.748 66.63 -62.91 5+350 1.13 0.13 0.000 213 4+240 0 5.888 0.006 7.54 -1.652 5+350 1.11 0.11 0.000 214 4+260 3.285 0.04 0 0.06 -0.02 5+350 1.09 0.09 0.000 215 4+280 11.778 0 0 0 0 5+350 1.07 0.07 0.000 216 4+300 8.38 0 0 0 0 5+350 1.05 0.05 0.000 217 4+320 1.075 0.325 0.031 0.31 0.015 5+350 1.03 0.03 0.000 218 4+340 5.693 3.695 5.746 57.77 -54.075 5+350 1.01 0.01 0.000 219 4+360 15.655 2.02 3.935 96.81 -94.79 5+350 0.99 0.00 0.000 220 4+380 6.133 0.32 4.32 82.55 -82.23 5+350 0.97 0.00 0.000 221 4+400 8.123 0.465 1.361 56.81 -56.345 5+350 0.95 0.00 0.000 222 4+420 0.523 6.735 1.065 24.26 -17.525 5+350 0.93 0.00 0.000 223 4+440 0.003 13.935 1.07 21.35 -7.415 5+350 0.91 0.00 0.000 224 4+460 0.025 1.205 0.318 13.88 -12.675 5+350 0.89 0.00 0.000 225 4+480 7.595 0 0 3.18 -3.18 5+350 0.87 0.00 0.000 226 4+500 5.595 0 0 0 0 5+350 0.85 0.00 0.000 227 4+520 2.855 0.13 0 0 0.13 5+350 0.83 0.00 0.000 228 4+540 5.118 0.673 0 0 0.673 5+350 0.81 0.00 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 229 4+560 7.618 0.003 0 0 0.003 5+350 0.79 0.00 0.000 230 4+580 4.043 0.018 0 0 0.018 5+350 0.77 0.00 0.000 231 4+600 10.345 3.945 0 0 3.945 5+350 0.75 0.00 0.000 232 4+620 6.445 0.123 0 0 0.123 5+350 0.73 0.00 0.000 233 4+640 4.915 0.405 0 0 0.405 5+350 0.71 0.00 0.000 234 4+660 2.125 0.44 0 0 0.44 5+350 0.69 0.00 0.000 235 4+680 0.875 0.89 0 0 0.89 5+350 0.67 0.00 0.000 236 4+700 2.755 0.268 0 0 0.268 5+350 0.65 0.00 0.000 237 4+720 2.405 0.105 0 0 0.105 5+350 0.63 0.00 0.000 238 4+740 0.393 1.905 0 0 1.905 5+350 0.61 0.00 0.000 239 4+760 0.333 3.105 0 0 3.105 5+350 0.59 0.00 0.000 240 4+780 0.26 5.483 0 0 5.483 5+350 0.57 0.00 0.000 241 4+800 2.663 7.026 0 0 7.026 5+350 0.55 0.00 0.000 242 4+820 2.773 0.1 0 0 0.1 5+350 0.53 0.00 0.000 243 4+840 5.883 1.928 0 0 1.928 5+350 0.51 0.00 0.000 244 4+860 6.773 0.453 0 0 0.453 5+350 0.49 0.00 0.000 245 4+880 11.703 0.543 0.003 0.03 0.513 5+350 0.47 0.00 0.000 246 4+900 15.475 0 0 0.03 -0.03 5+350 0.45 0.00 0.000 247 4+920 13.14 1.74 0 0 1.74 5+350 0.43 0.00 0.000 248 4+940 0 8.21 0 0 8.21 5+350 0.41 0.00 0.000 249 4+960 0 2.26 0 0 2.26 5+350 0.39 0.00 0.000 250 4+980 0 0 0 0 0 5+350 0.37 0.00 0.000 251 5+000 0.79 0.093 0.003 0.03 0.063 5+350 0.35 0.00 0.000 252 5+020 0.433 0.198 0 0.03 0.168 5+350 0.33 0.00 0.000 253 5+040 0 3.185 0 0 3.185 5+350 0.31 0.00 0.000 254 5+060 0 3.28 0.005 0.05 3.23 5+350 0.29 0.00 0.000 255 5+080 0 9.865 0 0.05 9.815 5+350 0.27 0.00 0.000 256 5+100 0 9.432 0 0 9.432 5+350 0.25 0.00 0.000 257 5+120 0.04 1.067 0 0 1.067 5+350 0.23 0.00 0.000 258 5+140 3.635 0.053 0.178 1.78 -1.727 5+350 0.21 0.00 0.000 259 5+160 10.265 0 1.548 17.26 -17.26 5+350 0.19 0.00 0.000 260 5+180 0 5.283 1.846 33.94 -28.657 5+350 0.17 0.00 0.000 261 5+200 0 17.87 1.548 33.94 -16.07 5+350 0.15 0.00 0.000 262 5+220 0.282 0.752 0.003 15.51 -14.758 5+350 0.13 0.00 0.000 263 5+240 14.71 0 0 0.03 -0.03 5+350 0.11 0.00 0.000 264 5+260 19.48 0 0 0 0 5+350 0.09 0.00 0.000 265 5+280 2.48 0.335 0.02 0.2 0.135 5+350 0.07 0.00 0.000 266 5+300 2.623 0.1 0.443 4.63 -4.53 5+350 0.05 0.00 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 267 5+320 2.63 0.2 0 4.43 -4.23 5+350 0.03 0.00 0.000 268 5+340 0.935 0.79 0 0 0.79 5+350 0.01 0.00 0.000 269 5+360 0.133 3.188 0 0 3.188 5+350 0.01 0.00 0.000 270 5+380 3.303 0.015 0 0 0.015 5+350 0.03 0.00 0.000 271 5+400 2.348 0.172 0 0 0.172 5+350 0.05 0.00 0.000 272 5+420 0 2.133 0 0 2.133 5+350 0.07 0.00 0.000 273 5+440 2.21 3.598 0 0 3.598 5+350 0.09 0.00 0.000 274 5+460 4.44 0.023 0 0 0.023 5+350 0.11 0.00 0.000 275 5+480 15.77 0 0 0 0 5+350 0.13 0.00 0.000 276 5+500 13.468 0 0 0 0 5+350 0.15 0.00 0.000 277 5+520 4.95 0.585 0 0 0.585 5+350 0.17 0.00 0.000 278 5+540 1.525 3.135 0 0 3.135 5+350 0.19 0.00 0.000 279 5+560 10.618 6.808 0 0 6.808 5+350 0.21 0.00 0.000 280 5+580 8.14 0.385 0 0 0.385 5+350 0.23 0.00 0.000 281 5+600 11.29 0 0 0 0 5+350 0.25 0.00 0.000 282 5+620 20.615 0.313 0 0 0.313 5+350 0.27 0.00 0.000 283 5+640 17.465 1.903 0 0 1.903 5+350 0.29 0.00 0.000 284 5+660 6.669 6.825 0 0 6.825 5+350 0.31 0.00 0.000 285 5+680 5.902 6.853 0 0 6.853 5+350 0.33 0.00 0.000 286 5+700 1.197 4.38 0 0 4.38 5+350 0.35 0.00 0.000 287 5+720 5.965 4.008 0 0 4.008 5+350 0.37 0.00 0.000 288 5+740 9.665 1.615 0 0 1.615 5+350 0.39 0.00 0.000 289 5+760 5.108 2.798 0 0 2.798 5+350 0.41 0.00 0.000 290 5+780 4.945 3.425 0 0 3.425 5+350 0.43 0.00 0.000 291 5+800 2.69 0.632 0 0 0.632 5+350 0.45 0.00 0.000 292 5+820 6.998 3.238 0 0 3.238 5+350 0.47 0.00 0.000 293 5+840 2.36 5.488 0 0 5.488 5+350 0.49 0.00 0.000 294 5+860 6.418 1.893 0.003 0.03 1.863 5+350 0.51 0.00 0.000 295 5+880 8.315 0.965 0 0.03 0.935 5+350 0.53 0.00 0.000 296 5+900 6.543 0.278 0 0 0.278 5+350 0.55 0.00 0.000 297 5+920 0.778 0.498 0 0 0.498 5+350 0.57 0.00 0.000 298 5+940 0.978 0.843 0 0 0.843 5+350 0.59 0.00 0.000 299 5+960 2.088 1.475 0 0 1.475 5+350 0.61 0.00 0.000 300 5+980 7.315 1.128 0 0 1.128 5+350 0.63 0.00 0.000 301 6+000 5.283 1.223 0 0 1.223 5+350 0.65 0.00 0.000 302 6+020 5.798 2.69 0 0 2.69 5+350 0.67 0.00 0.000 303 6+040 3.105 2.193 0 0 2.193 5+350 0.69 0.00 0.000 304 6+060 1.752 4.103 0 0 4.103 5+350 0.71 0.00 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 305 6+080 1.126 3.961 0 0 3.961 5+350 0.73 0.00 0.000 306 6+100 0.3 3.018 0 0 3.018 5+350 0.75 0.00 0.000 307 6+120 3.93 0.673 0 0 0.673 5+350 0.77 0.00 0.000 308 6+140 11.378 0.978 0 0 0.978 5+350 0.79 0.00 0.000 309 6+160 4.093 0.363 0 0 0.363 5+350 0.81 0.00 0.000 310 6+180 5.038 0 0 0 0 5+350 0.83 0.00 0.000 311 6+200 3.008 0.193 0 0 0.193 5+350 0.85 0.00 0.000 312 6+220 4.316 1.101 0 0 1.101 5+350 0.87 0.00 0.000 313 6+240 9.588 2.307 0 0 2.307 5+350 0.89 0.00 0.000 314 6+260 11.638 2.173 0 0 2.173 5+350 0.91 0.00 0.000 315 6+280 4.718 0.575 0 0 0.575 5+350 0.93 0.00 0.000 316 6+300 4.493 0.643 0 0 0.643 5+350 0.95 0.00 0.000 317 6+320 8.84 0.24 0 0 0.24 5+350 0.97 0.00 0.000 318 6+340 12.258 0 0 0 0 5+350 0.99 0.00 0.000 319 6+360 15.12 0 0 0 0 5+350 1.01 0.01 0.000 320 6+380 3.473 0 0 0 0 5+350 1.03 0.03 0.000 321 6+400 1.632 2.145 0.018 0.18 1.965 5+350 1.05 0.05 0.098 322 6+420 0 6.075 0 0.18 5.895 5+350 1.07 0.07 0.413 323 6+440 4.58 7.523 0.088 0.88 6.643 5+350 1.09 0.09 0.598 324 6+460 7.853 0 0.15 2.38 -2.38 5+350 1.11 0.11 0.000 325 6+480 6.843 0 0.158 3.08 -3.08 5+350 1.13 0.13 0.000 326 6+500 11.938 0 0.227 3.85 -3.85 5+350 1.15 0.15 0.000 327 6+520 9.972 0 2.381 26.08 -26.08 5+350 1.17 0.17 0.000 328 6+540 13.73 0.003 1.151 35.32 -35.317 5+350 1.19 0.19 0.000 329 6+560 18.333 0 0.048 11.99 -11.99 5+350 1.21 0.21 0.000 330 6+580 11.96 0 0 0.48 -0.48 5+350 1.23 0.23 0.000 331 6+600 6.168 0 0 0 0 5+350 1.25 0.25 0.000 332 6+620 0.533 0.7 0.003 0.03 0.67 5+350 1.27 0.27 0.181 333 6+640 2.295 2.403 0 0.03 2.373 5+350 1.29 0.29 0.688 334 6+660 17.655 0 0 0 0 5+350 1.31 0.31 0.000 335 6+680 12.04 0 0.27 2.7 -2.7 5+350 1.33 0.33 0.000 336 6+700 4.205 1.618 0.02 2.9 -1.282 5+350 1.35 0.35 0.000 337 6+720 0.845 5.455 0.161 1.81 3.645 5+350 1.37 0.37 1.349 338 6+740 4.52 5.495 2.635 27.96 -22.465 5+350 1.39 0.39 0.000 339 6+760 7.185 0.838 0.848 34.83 -33.992 5+350 1.41 0.41 0.000 340 6+780 16.765 0 0.423 12.71 -12.71 5+350 1.43 0.43 0.000 341 6+800 5.89 0.415 1.588 20.11 -19.695 5+350 1.45 0.45 0.000 342 6+820 9.095 0.303 2.408 39.96 -39.657 5+350 1.47 0.47 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 343 6+840 5.023 0.773 0.513 29.21 -28.437 5+350 1.49 0.49 0.000 344 6+860 7.273 0.67 0.183 6.96 -6.29 5+350 1.51 0.51 0.000 345 6+880 38.97 0 0 1.83 -1.83 5+350 1.53 0.53 0.000 346 6+900 39.408 0 0.003 0.03 -0.03 5+350 1.55 0.55 0.000 347 6+920 75.865 0.013 0 0.03 -0.017 5+350 1.57 0.57 0.000 348 6+940 50.833 0 0 0 0 5+350 1.59 0.59 0.000 349 6+960 102.555 0 0 0 0 5+350 1.61 0.61 0.000 350 6+980 91.825 0 0.03 0.3 -0.3 5+350 1.63 0.63 0.000 351 7+000 38.923 0 0.561 5.91 -5.91 5+350 1.65 0.65 0.000 352 7+020 31.858 0 0.73 12.91 -12.91 5+350 1.67 0.67 0.000 353 7+040 45.597 1.82 0.005 7.35 -5.53 5+350 1.69 0.69 0.000 354 7+060 14.698 0.275 0.006 0.11 0.165 5+350 1.71 0.71 0.117 355 7+080 16.943 0.723 0.028 0.34 0.383 5+350 1.73 0.73 0.280 356 7+100 12.16 0 2.278 23.06 -23.06 5+350 1.75 0.75 0.000 357 7+120 21.22 0.008 5.323 76.01 -76.002 5+350 1.77 0.77 0.000 358 7+140 23.478 0 4.851 101.74 -101.74 5+350 1.79 0.79 0.000 359 7+160 13.253 0.32 2.333 71.84 -71.52 5+350 1.81 0.81 0.000 360 7+180 9.68 0.02 0 23.33 -23.31 5+350 1.83 0.83 0.000 361 7+200 22.64 0 0 0 0 5+350 1.85 0.85 0.000 362 7+220 8.828 0 0 0 0 5+350 1.87 0.87 0.000 363 7+240 10.62 0 0 0 0 5+350 1.89 0.89 0.000 364 7+260 12.145 2.121 0 0 2.121 5+350 1.91 0.91 1.930 365 7+280 2.41 1.943 0.003 0.03 1.913 5+350 1.93 0.93 1.779 366 7+300 12.051 7.475 1.152 11.55 -4.075 5+350 1.95 0.95 0.000 367 7+320 3.858 10.17 5.51 66.62 -56.45 5+350 1.97 0.97 0.000 368 7+340 1.75 12.553 4.215 97.25 -84.697 5+350 1.99 0.99 0.000 369 7+360 3.76 0.998 1.612 58.27 -57.272 5+350 2.01 1.01 0.000 370 7+380 11.143 1.378 0.83 24.42 -23.042 5+350 2.03 1.03 0.000 371 7+400 9.668 0.556 3.111 39.41 -38.854 5+350 2.05 1.05 0.000 372 7+420 8.128 0.49 0.678 37.89 -37.4 5+350 2.07 1.07 0.000 373 7+440 23.988 0 0 6.78 -6.78 5+350 2.09 1.09 0.000 374 7+460 15.358 1.581 0 0 1.581 5+350 2.11 1.11 1.755 375 7+480 24.703 13.453 0 0 13.453 5+350 2.13 1.13 15.202 376 7+500 15.52 6.83 0 0 6.83 5+350 2.15 1.15 7.855 377 7+520 27.973 12.74 0 0 12.74 5+350 2.17 1.17 14.906 378 7+540 5.065 0.005 0.003 0.03 -0.025 5+350 2.19 1.19 0.000 379 7+560 4.055 0.575 0 0.03 0.545 5+350 2.21 1.21 0.659 380 7+580 0.095 6.35 0 0 6.35 5+350 2.23 1.23 7.811

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 381 7+600 15.22 4.835 2.146 21.46 -16.625 5+350 2.25 1.25 0.000 382 7+620 15.463 6.371 3.388 55.34 -48.969 5+350 2.27 1.27 0.000 383 7+640 6.343 3.628 1.05 44.38 -40.752 5+350 2.29 1.29 0.000 384 7+660 2.015 0.733 0.105 11.55 -10.817 5+350 2.31 1.31 0.000 385 7+680 10.65 0 0 1.05 -1.05 5+350 2.33 1.33 0.000 386 7+700 4.707 1.275 0 0 1.275 5+350 2.35 1.35 1.721 387 7+720 23.986 1.16 0.003 0.03 1.13 5+350 2.37 1.37 1.548 388 7+740 25.58 2.351 0 0.03 2.321 5+350 2.39 1.39 3.226 389 7+760 5.265 2.628 0 0 2.628 5+350 2.41 1.41 3.705 390 7+780 31.473 0.74 0.003 0.03 0.71 5+350 2.43 1.43 1.015 391 7+800 31.388 0 0 0.03 -0.03 5+350 2.45 1.45 0.000 392 7+820 18.998 6.975 0 0 6.975 5+350 2.47 1.47 10.253 393 7+840 14.453 5.975 5.118 51.18 -45.205 5+350 2.49 1.49 0.000 394 7+860 20.136 3.723 6.013 111.31 -107.587 5+350 2.51 1.51 0.000 395 7+880 4.568 0.873 3.38 93.93 -93.057 5+350 2.53 1.53 0.000 396 7+900 18.632 0.003 0.895 42.75 -42.747 5+350 2.55 1.55 0.000 397 7+920 10.735 1.195 0 8.95 -7.755 5+350 2.57 1.57 0.000 398 7+940 25.58 13.457 0 0 13.457 5+350 2.59 1.59 21.397 399 7+960 25.948 5.735 0 0 5.735 5+350 2.61 1.61 9.233 400 7+980 0.745 9.883 0 0 9.883 5+350 2.63 1.63 16.109 401 8+000 0.133 1.418 1.648 16.48 -15.062 5+350 2.65 1.65 0.000 402 8+020 10.16 0 3.426 50.74 -50.74 5+350 2.67 1.67 0.000 403 8+040 15.68 0 0.51 39.36 -39.36 5+350 2.69 1.69 0.000 404 8+060 13.935 0 0 5.1 -5.1 5+350 2.71 1.71 0.000 405 8+080 9.097 0 0 0 0 5+350 2.73 1.73 0.000 406 8+100 13.733 0 0 0 0 5+350 2.75 1.75 0.000 407 8+120 10.073 0 0.008 0.08 -0.08 5+350 2.77 1.77 0.000 408 8+140 25.048 0 0 0.08 -0.08 5+350 2.79 1.79 0.000 409 8+160 12.958 0 0.148 1.48 -1.48 5+350 2.81 1.81 0.000 410 8+180 14.111 0.858 0.523 6.71 -5.852 5+350 2.83 1.83 0.000 411 8+200 1.39 4.475 1.153 16.76 -12.285 5+350 2.85 1.85 0.000 412 8+220 0.06 12.12 1.778 29.31 -17.19 5+350 2.87 1.87 0.000 413 8+240 0.133 7.508 2.748 45.26 -37.752 5+350 2.89 1.89 0.000 414 8+260 3.663 1.103 2.728 54.76 -53.657 5+350 2.91 1.91 0.000 415 8+280 1.21 3.463 0.098 28.26 -24.797 5+350 2.93 1.93 0.000 416 8+300 1.983 5.378 0 0.98 4.398 5+350 2.95 1.95 8.576 417 8+320 7.68 3.918 0 0 3.918 5+350 2.97 1.97 7.718 418 8+340 4.043 4.58 0 0 4.58 5+350 2.99 1.99 9.114

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 419 8+360 24.535 1.78 0.53 5.3 -3.52 5+350 3.01 2.01 0.000 420 8+380 34.47 0.71 1.643 21.73 -21.02 5+350 3.03 2.03 0.000 421 8+400 18.515 0.438 0.045 16.88 -16.442 5+350 3.05 2.05 0.000 422 8+420 4.785 1.92 0.53 5.75 -3.83 5+350 3.07 2.07 0.000 423 8+440 5.11 0.888 1.178 17.08 -16.192 5+350 3.09 2.09 0.000 424 8+460 7.093 0.053 0.14 13.18 -13.127 5+350 3.11 2.11 0.000 425 8+480 16.757 0.003 0.068 2.08 -2.077 5+350 3.13 2.13 0.000 426 8+500 16.79 0.003 0.048 1.16 -1.157 5+350 3.15 2.15 0.000 427 8+520 26.275 0.52 0.056 1.04 -0.52 5+350 3.17 2.17 0.000 428 8+540 3.243 2.203 0.66 7.16 -4.957 5+350 3.19 2.19 0.000 429 8+560 4.015 1.693 0.03 6.9 -5.207 5+350 3.21 2.21 0.000 430 8+580 4.588 7.17 0 0.3 6.87 5+350 3.23 2.23 15.320 431 8+600 0.063 6.675 0.003 0.03 6.645 5+350 3.25 2.25 14.951 432 8+620 14.193 3.997 0.003 0.06 3.937 5+350 3.27 2.27 8.937 433 8+640 6.845 1.153 0.003 0.06 1.093 5+350 3.29 2.29 2.503 434 8+660 47.06 0 0.14 1.43 -1.43 5+350 3.31 2.31 0.000 435 8+680 32.478 0 3.715 38.55 -38.55 5+350 3.33 2.33 0.000 436 8+700 14.258 2.425 2.561 62.76 -60.335 5+350 3.35 2.35 0.000 437 8+720 13.691 2.508 1.36 39.21 -36.702 5+350 3.37 2.37 0.000 438 8+740 7.058 1.055 10.04 114 -112.945 5+350 3.39 2.39 0.000 439 8+760 0.433 2.995 5.748 157.88 -154.885 5+350 3.41 2.41 0.000 440 8+780 7.512 10.698 2.363 81.11 -70.412 5+350 3.43 2.43 0.000 441 8+800 6.665 1.368 0 23.63 -22.262 5+350 3.45 2.45 0.000 442 8+820 11.32 0.713 0 0 0.713 5+350 3.47 2.47 1.761 443 8+840 16.13 0 0.165 1.65 -1.65 5+350 3.49 2.49 0.000 444 8+860 4.497 0 0.195 3.6 -3.6 5+350 3.51 2.51 0.000 445 8+880 1.6 0.113 0.023 2.18 -2.067 5+350 3.53 2.53 0.000 446 8+900 0.085 0.76 1.67 16.93 -16.17 5+350 3.55 2.55 0.000 447 8+920 0.453 2.957 1.573 32.43 -29.473 5+350 3.57 2.57 0.000 448 8+940 1.66 0.108 1.295 28.68 -28.572 5+350 3.59 2.59 0.000 449 8+960 7.858 0 0.43 17.25 -17.25 5+350 3.61 2.61 0.000 450 8+980 1.398 0.29 1.783 22.13 -21.84 5+350 3.63 2.63 0.000 451 9+000 3.405 0 0 17.83 -17.83 5+350 3.65 2.65 0.000 452 9+020 3.65 0.215 0 0 0.215 5+350 3.67 2.67 0.574 453 9+040 7.488 0.013 0 0 0.013 5+350 3.69 2.69 0.035 454 9+060 0.47 1.69 0.056 0.56 1.13 5+350 3.71 2.71 3.062 455 9+080 0.003 4.963 0.138 1.94 3.023 5+350 3.73 2.73 8.253 456 9+100 75.058 0 0 1.38 -1.38 5+350 3.75 2.75 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 457 9+120 3.18 2.723 0 0 2.723 5+350 3.77 2.77 7.543 458 9+140 27.01 0 0 0 0 5+350 3.79 2.79 0.000 459 9+160 10.265 0.003 0 0 0.003 5+350 3.81 2.81 0.008 460 9+180 7.605 0.073 0 0 0.073 5+350 3.83 2.83 0.207 461 9+200 3.695 1.028 0 0 1.028 5+350 3.85 2.85 2.930 462 9+220 10.95 0 1.425 14.25 -14.25 5+350 3.87 2.87 0.000 463 9+240 8.333 0.778 0 14.25 -13.472 5+350 3.89 2.89 0.000 464 9+260 4.415 5.813 0 0 5.813 5+350 3.91 2.91 16.916 465 9+280 13.378 0.003 0.925 9.25 -9.247 5+350 3.93 2.93 0.000 466 9+300 44.563 2.32 0.486 14.11 -11.79 5+350 3.95 2.95 0.000 467 9+320 20.848 1.986 1.765 22.51 -20.524 5+350 3.97 2.97 0.000 468 9+340 5.248 1.041 0.158 19.23 -18.189 5+350 3.99 2.99 0.000 469 9+360 16.061 1.095 0.008 1.66 -0.565 5+350 4.01 3.01 0.000 470 9+380 14.613 1.206 0 0.08 1.126 5+350 4.03 3.03 3.412 471 9+400 6.415 1.863 0.005 0.05 1.813 5+350 4.05 3.05 5.530 472 9+420 18.368 0.16 0.04 0.45 -0.29 5+350 4.07 3.07 0.000 473 9+440 15.118 0.01 0 0.4 -0.39 5+350 4.09 3.09 0.000 474 9+460 15.173 0 0.086 0.86 -0.86 5+350 4.11 3.11 0.000 475 9+480 4.405 0.445 1.226 13.12 -12.675 5+350 4.13 3.13 0.000 476 9+500 6.813 1.385 1.34 25.66 -24.275 5+350 4.15 3.15 0.000 477 9+520 0 4.352 0.548 18.88 -14.528 5+350 4.17 3.17 0.000 478 9+540 1.873 0.115 3.6 41.48 -41.365 5+350 4.19 3.19 0.000 479 9+560 0.033 1.25 0.253 38.53 -37.28 5+350 4.21 3.21 0.000 480 9+580 3.773 1.25 0.881 11.34 -10.09 5+350 4.23 3.23 0.000 481 9+600 6.668 0.125 0.023 9.04 -8.915 5+350 4.25 3.25 0.000 482 9+620 9.385 0 3.743 37.66 -37.66 5+350 4.27 3.27 0.000 483 9+640 1.16 1.77 0.003 37.46 -35.69 5+350 4.29 3.29 0.000 484 9+660 11.958 0.015 0 0.03 -0.015 5+350 4.31 3.31 0.000 485 9+680 20.67 0 0.01 0.1 -0.1 5+350 4.33 3.33 0.000 486 9+700 8.568 0.03 0.875 8.85 -8.82 5+350 4.35 3.35 0.000 487 9+720 2.235 0.06 0.005 8.8 -8.74 5+350 4.37 3.37 0.000 488 9+740 1.548 0.055 0.795 8 -7.945 5+350 4.39 3.39 0.000 489 9+760 0.083 1.62 1.763 25.58 -23.96 5+350 4.41 3.41 0.000 490 9+780 0.03 3.023 0.87 26.33 -23.307 5+350 4.43 3.43 0.000 491 9+800 0.03 2.97 0.816 16.86 -13.89 5+350 4.45 3.45 0.000 492 9+820 4.642 0.298 0.073 8.89 -8.592 5+350 4.47 3.47 0.000 493 9+840 5.343 0.028 0.43 5.03 -5.002 5+350 4.49 3.49 0.000 494 9+860 7.868 0 0 4.3 -4.3 5+350 4.51 3.51 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 495 9+880 6.92 0 0 0 0 5+350 4.53 3.53 0.000 496 9+900 4.135 0.068 0 0 0.068 5+350 4.55 3.55 0.241 497 9+920 4.86 0.168 0.003 0.03 0.138 5+350 4.57 3.57 0.493 498 9+940 9.153 0 1.145 11.48 -11.48 5+350 4.59 3.59 0.000 499 9+960 18.41 0 0 11.45 -11.45 5+350 4.61 3.61 0.000 500 9+980 28.16 0.498 0 0 0.498 5+350 4.63 3.63 1.808 501 10+000 16.67 0.103 0 0 0.103 5+350 4.65 3.65 0.376 502 10+020 11.925 0 0.003 0.03 -0.03 5+350 4.67 3.67 0.000 503 10+040 10.355 0.608 1.05 10.53 -9.922 5+350 4.69 3.69 0.000 504 10+060 13.873 1.791 3.553 46.03 -44.239 5+350 4.71 3.71 0.000 505 10+080 7.32 1.278 8.401 119.54 -118.262 5+350 4.73 3.73 0.000 506 10+100 11.513 4.383 3.663 120.64 -116.257 5+350 4.75 3.75 0.000 507 10+120 10.958 0.365 2.233 58.96 -58.595 5+350 4.77 3.77 0.000 508 10+140 6.318 1.178 0.003 22.36 -21.182 5+350 4.79 3.79 0.000 509 10+160 0.193 7.11 0 0.03 7.08 5+350 4.81 3.81 26.975 510 10+180 7.903 0.32 0 0 0.32 5+350 4.83 3.83 1.226 511 10+200 25.155 0 0.003 0.03 -0.03 5+350 4.85 3.85 0.000 512 10+220 58.318 0 0 0.03 -0.03 5+350 4.87 3.87 0.000 513 10+240 7.315 2.525 0.083 0.83 1.695 5+350 4.89 3.89 6.594 514 10+260 0.317 4.778 0 0.83 3.948 5+350 4.91 3.91 15.437 515 10+280 0 0 0.165 1.65 -1.65 5+350 4.93 3.93 0.000 516 10+300 13.091 1.903 1.458 16.23 -14.327 5+350 4.95 3.95 0.000 517 10+320 0.518 0.875 4.23 56.88 -56.005 5+350 4.97 3.97 0.000 518 10+340 4.225 0.588 3.081 73.11 -72.522 5+350 4.99 3.99 0.000 519 10+360 7.428 0.03 2.05 51.31 -51.28 5+350 5.01 4.01 0.000 520 10+380 23.338 0 2.703 47.53 -47.53 5+350 5.03 4.03 0.000 521 10+400 44.388 0 5.233 79.36 -79.36 5+350 5.05 4.05 0.000 522 10+420 60.83 0 0.578 58.11 -58.11 5+350 5.07 4.07 0.000 523 10+440 100.425 0.008 0 5.78 -5.772 5+350 5.09 4.09 0.000 524 10+460 73.823 0.396 0 0 0.396 5+350 5.11 4.11 1.628 525 10+480 31.906 0.723 0 0 0.723 5+350 5.13 4.13 2.986 526 10+500 5.088 1.14 0 0 1.14 5+350 5.15 4.15 4.731 527 10+520 10.743 3.658 0 0 3.658 5+350 5.17 4.17 15.254 528 10+540 29.73 0.943 0 0 0.943 5+350 5.19 4.19 3.951 529 10+560 14.39 2.838 0.358 3.58 -0.742 5+350 5.21 4.21 0.000 530 10+580 6.49 2.61 2.213 25.71 -23.1 5+350 5.23 4.23 0.000 531 10+600 13.043 0.703 1.583 37.96 -37.257 5+350 5.25 4.25 0.000 532 10+620 11.708 2.35 2.826 44.09 -41.74 5+350 5.27 4.27 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 533 10+640 25.38 2.008 4.875 77.01 -75.002 5+350 5.29 4.29 0.000 534 10+660 18.63 0.353 0.93 58.05 -57.697 5+350 5.31 4.31 0.000 535 10+680 3.971 9.672 3.953 48.83 -39.158 5+350 5.33 4.33 0.000 536 10+700 2.25 3.898 0 39.53 -35.632 5+350 5.35 4.35 0.000 537 10+720 0 13.66 0.718 7.18 6.48 5+350 5.37 4.37 28.318 538 10+740 6.95 0.018 0 7.18 -7.162 5+350 5.39 4.39 0.000 539 10+760 14.858 0 2.19 21.9 -21.9 5+350 5.41 4.41 0.000 540 10+780 34.77 0 0.641 28.31 -28.31 5+350 5.43 4.43 0.000 541 10+800 34.185 0 0.968 16.09 -16.09 5+350 5.45 4.45 0.000 542 10+820 6.455 0 4.896 58.64 -58.64 5+350 5.47 4.47 0.000 543 10+840 2.293 9.288 3.721 86.17 -76.882 5+350 5.49 4.49 0.000 544 10+860 3.538 5.936 3.718 74.39 -68.454 5+350 5.51 4.51 0.000 545 10+880 5.675 0.273 0.003 37.21 -36.937 5+350 5.53 4.53 0.000 546 10+900 12.197 1.445 0.833 8.36 -6.915 5+350 5.55 4.55 0.000 547 10+920 11.148 5.366 3.033 38.66 -33.294 5+350 5.57 4.57 0.000 548 10+940 0.003 10.48 1.948 49.81 -39.33 5+350 5.59 4.59 0.000 549 10+960 10.548 0.123 0 19.48 -19.357 5+350 5.61 4.61 0.000 550 10+980 26.335 0 0.713 7.13 -7.13 5+350 5.63 4.63 0.000 551 11+000 34.2 0 1.213 19.26 -19.26 5+350 5.65 4.65 0.000 552 11+020 29.89 0 0 12.13 -12.13 5+350 5.67 4.67 0.000 553 11+040 34.051 1.398 0 0 1.398 5+350 5.69 4.69 6.557 554 11+060 9.008 2.463 0 0 2.463 5+350 5.71 4.71 11.601 555 11+080 0.145 4.205 0 0 4.205 5+350 5.73 4.73 19.890 556 11+100 1.008 2.853 0 0 2.853 5+350 5.75 4.75 13.552 557 11+120 8.92 0.713 2.315 23.15 -22.437 5+350 5.77 4.77 0.000 558 11+140 12.993 1.075 2.48 47.95 -46.875 5+350 5.79 4.79 0.000 559 11+160 13.808 1.55 0.127 26.07 -24.52 5+350 5.81 4.81 0.000 560 11+180 8.333 0.295 0.663 7.9 -7.605 5+350 5.83 4.83 0.000 561 11+200 3.14 0.008 0 6.63 -6.622 5+350 5.85 4.85 0.000 562 11+220 2.163 4.203 0 0 4.203 5+350 5.87 4.87 20.469 563 11+240 3.308 1.03 6.548 65.48 -64.45 5+350 5.89 4.89 0.000 564 11+260 13.69 0 0.276 68.24 -68.24 5+350 5.91 4.91 0.000 565 11+280 21.668 0 0.39 6.66 -6.66 5+350 5.93 4.93 0.000 566 11+300 9.06 0 0.148 5.38 -5.38 5+350 5.95 4.95 0.000 567 11+320 0 0 0 1.48 -1.48 5+350 5.97 4.97 0.000 568 11+340 24.955 0.003 0 0 0.003 5+350 5.99 4.99 0.015 569 11+360 33.233 0 3.335 33.35 -33.35 5+350 6.01 5.01 0.000 570 11+380 41.198 0 0.158 34.93 -34.93 5+350 6.03 5.03 0.000

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 571 11+400 39.988 0.04 0 1.58 -1.54 5+350 6.05 5.05 0.000 572 11+420 7.55 2.818 0.203 2.03 0.788 5+350 6.07 5.07 3.995 573 11+440 0 8.363 0 2.03 6.333 5+350 6.09 5.09 32.235 574 11+460 0.063 3.883 0 0 3.883 5+350 6.11 5.11 19.842 575 11+480 0.123 1.368 0.133 1.33 0.038 5+350 6.13 5.13 0.195 576 11+500 0.08 2.368 0.038 1.71 0.658 5+350 6.15 5.15 3.389 577 11+520 0 8.56 1.63 16.68 -8.12 5+350 6.17 5.17 0.000 578 11+540 0 3.655 8.38 100.1 -96.445 5+350 6.19 5.19 0.000 579 11+560 1.185 0.453 1.955 103.35 -102.897 5+350 6.21 5.21 0.000 580 11+580 9.143 0.125 0 19.55 -19.425 5+350 6.23 5.23 0.000 581 11+600 9.892 1.886 0 0 1.886 5+350 6.25 5.25 9.902 582 11+620 0 5.948 0 0 5.948 5+350 6.27 5.27 31.346 583 11+640 8.89 4.35 1.57 15.7 -11.35 5+350 6.29 5.29 0.000 584 11+660 9.365 0.298 1.628 31.98 -31.682 5+350 6.31 5.31 0.000 585 11+680 12.513 0 0.915 25.43 -25.43 5+350 6.33 5.33 0.000 586 11+700 22.703 0 3.733 46.48 -46.48 5+350 6.35 5.35 0.000 587 11+720 15.883 0 0 37.33 -37.33 5+350 6.37 5.37 0.000 588 11+740 9.66 0.555 0.135 1.35 -0.795 5+350 6.39 5.39 0.000 589 11+760 3.44 6.958 0.005 1.4 5.558 5+350 6.41 5.41 30.069 590 11+780 0.005 7.44 1.746 17.51 -10.07 5+350 6.43 5.43 0.000 591 11+800 0.35 5.375 0 17.46 -12.085 5+350 6.45 5.45 0.000 592 11+820 15.643 5.793 0 0 5.793 5+350 6.47 5.47 31.688 593 11+840 3.598 5.148 0 0 5.148 5+350 6.49 5.49 28.263 594 11+860 4.973 0.065 0.003 0.03 0.035 5+350 6.51 5.51 0.193 595 11+880 17.64 0 0 0.03 -0.03 5+350 6.53 5.53 0.000 596 11+900 8.758 0 2.993 29.93 -29.93 5+350 6.55 5.55 0.000 597 11+920 22.69 0.078 2.555 55.48 -55.402 5+350 6.57 5.57 0.000 598 11+940 2.988 2.95 1.738 42.93 -39.98 5+350 6.59 5.59 0.000 599 11+960 6.018 0.065 1.152 28.9 -28.835 5+350 6.61 5.61 0.000 600 11+980 15.86 0 0.04 11.92 -11.92 5+350 6.63 5.63 0.000 601 12+000 8.945 0 0 0.4 -0.4 5+350 6.65 5.65 0.000 602 12+020 6.425 0 0 0 0 5+350 6.67 5.67 0.000 603 12+040 5.413 0.033 1.166 11.66 -11.627 5+350 6.69 5.69 0.000 604 12+060 6.705 0.008 0.068 12.34 -12.332 5+350 6.71 5.71 0.000 605 12+080 9.13 0.093 0 0.68 -0.587 5+350 6.73 5.73 0.000 606 12+100 0.368 4.69 0 0 4.69 5+350 6.75 5.75 26.968 607 12+120 1.698 4.082 0 0 4.082 5+350 6.77 5.77 23.553 608 12+140 1.082 2.835 0.091 0.91 1.925 5+350 6.79 5.79 11.146

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Surplus/ Total Net Centre Hauled Cut Fill waste Hauled Hauled Chainage Quntity Volume Distance Distance SN Chainage of Quantity Quantity Tipping Cut area Quantity fill area (Cut-Fill) KM. KM. M3-KM (m³) Area (m³) (m³) 609 12+160 7.93 0.003 0 0.91 -0.907 5+350 6.81 5.81 0.000 610 12+180 7.108 0 0 0 0 5+350 6.83 5.83 0.000 611 12+200 8.98 0.043 0.295 2.95 -2.907 5+350 6.85 5.85 0.000 612 12+220 11.435 0.003 3.287 35.82 -35.817 5+350 6.87 5.87 0.000 613 12+240 14.358 1.21 1.638 49.25 -48.04 5+350 6.89 5.89 0.000 614 12+260 5.348 1.513 0.763 24.01 -22.497 5+350 6.91 5.91 0.000 615 12+280 0.16 2.285 2.57 33.33 -31.045 5+350 6.93 5.93 0.000 616 12+300 2.861 0.7 0 25.7 -25 5+350 6.95 5.95 0.000 617 12+320 7.778 0.843 2.261 22.61 -21.767 5+350 6.97 5.97 0.000 618 12+340 7.518 0.09 0.37 26.31 -26.22 5+350 6.99 5.99 0.000 619 12+360 6.823 0.193 0 3.7 -3.507 5+350 7.01 6.01 0.000 620 12+380 14.373 0.145 3.173 31.73 -31.585 5+350 7.03 6.03 0.000 621 12+400 16.603 1.495 1.09 42.63 -41.135 5+350 7.05 6.05 0.000 622 12+420 4.477 0.045 0.39 14.8 -14.755 5+350 7.07 6.07 0.000 623 12+440 3.76 0.223 0.003 3.93 -3.707 5+350 7.09 6.09 0.000 624 12+460 5.85 0.925 0 0.03 0.895 5+350 7.11 6.11 5.468 625 12+480 6.288 1.15 3.055 30.55 -29.4 5+350 7.13 6.13 0.000 626 12+500 7.765 0.44 1.835 48.9 -48.46 5+350 7.15 6.15 0.000 627 12+520 10.523 0.028 2.033 38.68 -38.652 5+350 7.17 6.17 0.000 628 12+540 19.5 0 0.47 25.03 -25.03 5+350 7.19 6.19 0.000 629 12+560 0 0 0 4.7 -4.7 5+350 7.21 6.21 0.000 630 12+580 2.655 0 0.003 0.03 -0.03 5+350 7.23 6.23 0.000 - 631 0 0.054285 5+350 7.24 6.24 0.000 12+590 3.13 0.008 0.054285

1531 Total Haulage Qty Total 387.20

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Appendix VII: Public Notice

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Government of Nepal Ministry of Federal Affairs and Local Development Office of District Development Committee Earthquake Emergency Assistance Project (EEAP) District project Implementation Unit Lamjung

Public notice for comments and suggestion on the Initial Environmental Examination (Date of first publication: 2072/12/18)

The Earthquake Emergency Assistance Project (EEAP) is a project being implemented by loan and assistance from Asian Development Bank (ADB) and technical and grant assistance from Swiss Agency for Development and Cooperation (SDC), counterpart funding from Government of Nepal (GoN), for Reconstruction and Rehabilitation. This notice is published for the implementation of an Initial Environmental Examination (IEE) report as per the provision of the Rule 7 (2) of the Environment Protection Rules 1997 (amended 1999 AD) for the following roads.

S.N Proposed Road Affected VDC and Description of Proposal Municipality 1. Bhoteodhar – Sundar Bazar The proposed road sub-project starts from Belghari – Bharte – municipality, Bharte Bhoteodhar of Sundar Bazar municipality and Gaunda Road and Gaunda VDCs ends at Gaunda of Gaunda VDC . The total length of road is 17.45 km and width is 6.25 km with drainage. 2. Belghari – Archalbot Bharte, Archalbot, The proposed road sub-project starts from – Lamabagar – Shreemanjyang, Belghari of Bharte VDC and ends at Pachok of Serabazar – Lituere Nauthar and Pachok Pachok VDC. The total length of road is 10.98 – Pachok Road VDCs km and width is 6.25 km with drainage.

It is requested to provide comments and suggestions about the impacts on the environment through the implementation of sub-project, from the relevant VDCs, school, health post, forest user group, concerned stakeholders, organization and local people within 15 days from the first date of its publication in the following address. The comments and suggestions can be sent to Department of Local Infrastructure Development and Agricultural Roads, Pulchok and Ministry of Federal Affairs & Local Development, Singhadurbar.

Address to send comments and suggestions:

District Development District Technical Office, Earthquake Emergency Assistance Committee, Lamjung District project Implementation Project (EEAP) Telephone no: 066- 520144 Unit, Lamjung Central project Implementation Fax No: 066-520143 Telephone no: 066- 520107 Unit, Lalitpur Fax No: 066-520102 Telephone no: 01-5532331 Email: [email protected]

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Appendix VIII: Deed of Enquiry (Muchulka)

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Appendix IX: Recommendation Letters

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Appendix X: Meeting Minutes with Local People

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Appendix XI: Socio-economic Data of Sub-project Area

a: Distribution of Households by Major Occupation Agriculture & Labour & Business / Cottage GO / NGO Settlement Livestock Porter Commerce Industry Employees Khalta Gaun 145 58 2 0 3 Serabazar 253 114 8 0 4 Total 398 172 10 0 7 Percentage 100.00 43.22 2.51 0.00 1.76

b: Migration Pattern in Project Area Migration for more Seasonal Migration than 6 months Settlement Returnin Starting HHs Destin HHs g Purpose Destination Months No. ation No. Months

Khalta Gaun Kathmandu, Wage & No Seasonal migrations 81 Chitwan and Labour Serabazar Pokhara Total 81

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c: Summary of Public Services and Infrastructure according to Settlement Water Toilet supply Industry Community Use

Veterinary Veterinary Ghat Ghat shop Post Office Office Post Com. Com. Health Post Post Health copoperative copoperative National Gird Gird National tailoring) tailoring) Mobile / CDMA / CDMA Mobile Com. Center Com. Center Hatiya/Bazar Hatiya/Bazar Gravity Flow Flow Gravity Grocery Shops Shops Grocery Restaurant\ tea tea Restaurant\ Other ( Medical, Medical, ( Other Surface Irrigation (ha) (ha) Irrigation Surface Spring/Dug Wells Wells Spring/Dug Organization (no) (no) Organization Weaving Industry Industry Weaving Settlement P Mills & Rice Flour Stationary, Fancy< Fancy< Stationary, Suspension Bridge Bridge Suspension Khalta gaun 145 1 145 1 145 10 3 1 145 24 2 2 1 3 3 1 10 20 Serabazar 253 1 253 253 5 3 1 253 2 2 3 1 2 1 2 1 2 Grand Total 398 1 1 398 1 398 15 6 2 398 26 4 5 1 4 5 2 12 1 22

d: Land holding Pattern (No. of Households)

Settlement Landless <10 ropani 10 to 20 ropani >20 ropani Khalta Gaun 1 101 29 14 Serabazar 0 51 76 126 Total 1 152 105 140 Percentage HH 0.25 38.19 26.38 35.18

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e: Food Grain Availability (Households) Sufficient for 9 Settlement Surplus for more months to 1 Sufficient for Sufficient for less Name than 1 year year 3-9 months than 3 months Khalta Gaun 14 29 101 1 Serabazar 126 76 51 0 Total 140 105 152 1 Percentage 35.18 26.38 38.19 0.25 HH

f: Potential Area for Development Settlement Potentiality for Development Khalta Gaun Patato, Dairy products Serabazar Patato, Dairy products

Appendix XII: Name of Organization Contacted SN Name of Organization Address 1 Distict Developement Committee, Lamjung Besisahar, Lamjung 2 District Technical Office, Lamjung Besisahar, Lamjung 3 Distict Forest Office, Lamjung Besisahar, Lamjung 4 District Land Revenue Office,Lamjung Besisahar, Lamjung 5 District Agriculture Development Office, Lamjung Besisahar, Lamjung 6 Office of Village Development Committee, Archalbot, Lamjung Archalbot 7 Office of Village Development Committee, Bharte Bharte, Lamjung 8 Office of Village Development Committee, Shree Shree Manjyang, Lamjung Manjyang 9 Office of Village Development Committee, Nauthar, Lamjung Nauthar 10 Office of Village Development Committee, Pachok, Lamjung Pachok 11 Kerabari CFUG Archalbot, Lamjung 12 Raniswara CFUG Belghari, Lamjung 13 Sikhra CFFUG Nauthar, Lamjung

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Appendix XIII: List of Persons Contacted

S.N Name Designation Address Phone no.

1 Shree pd Gurung Engineer DTO, Lamjung 9846099276 2 Prakash Bastakoti Agri-extension Officer DADO, Lamjung 9856046095 3 Harihar Dahal DOLRM, Lamjung 066-520201 4 Kaushila Awal F.P.C FECOFUN Lamjung 066-520085 5 Yubraj Devkota H.A LDCH, Lamjung 066-520452 6 Kashiraj Pandit A.F.O DFO, Lamjung 9846074163 7 Bhupendra Dhakal DLSO, Lamjung 9846057590 8 Deepak Sharma Secretary Nauthar & pachok VDCs 9846137230 9 Megh nath Ghimire Secretary Shree Manjyang VDc 9846544695 10 Rabindra Adhikari President Sera CFUG, 9846147764 11 Thamnarayan Subedi Secretary Archalbot VDC 12 Ananta Khanal Secretary Bharte VDC 13 Govinda Adhikari Political leader Archabot, VDC 9846104337 14 Bishwo Nath Political leader Archabot, VDC 9846156780 Lamichhane 16 Santhosh Paudel Journalist Archabot, lamjung 9841825558 17 Rishirm Adhikari Principal Shree Indrapuri Primary school, Bharte Lamjung 18 Ramkrishna Giri President Shree Jugepani CFUG, Bharte 19 Gokul Prasad Regmi Principal Aalainche Kedar Primary school, Archalbot

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Appendix XIV: Trees to be Cut Down

a. Trees from Community Forest Name of the Chainage Species Scientific No. of Compens Rate/p Total Cost Forest To From Name Trees atory lant (NRs) Plantatio (NRs) n (1:25) Raniswara 0+200 1+500 Chilaune Schima 68 1700 271,558.00 CF wallichii Bakaino Melia 5 125 19,967.5 azedarach Lapsi Choerospondi 20 500 79,870.00 as axillaris Badhar Artocarpus 50 1,250 199,675.00 lakoocha Sub-Total 143 3,575 571,070.5 Kerabari CF 3+890 3+900 Chilaune Schima 3 75 11,980.50 159.74 wallichii Sub-Total 3 75 11,980.5 Sikhra CF 6+800 6+950 Bakaino Melia 6 150 23,961.00 azedarach Chilaune Schima 48 1,200 191,688.00 wallichii sal Shorea 21 525 83,863.50 robusta Sisau Dalbergia 52 1,300 207,662.00 sissoo Sub-Total 127 3,175 507,174.5 Sub-Total 273 6,825 1,090,225.5

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S. Owner Ch. Address Species Scientific No. Compe Rate Total N Name Name of nsatory (NR Cost trees Palntati s) (NRs) on (1:1) 24 Sushila 1+065 Archalbot-9 Banana Musa 3 3 198.75 Pariyar acuminata 1+505 Archalbot-9 Bakaino Melia 2 2 132.5 azedarach 1+505 Archalbot-9 Bakaino Melia 2 2 132.5 azedarach 27 Padam Lal 1+510 Archalbot-9 Badhar Artocarpus 5 5 331.25 Paudel lakoocha 28 1+520 Archalbot-9 Khanayo Ficus 1 1 66.25 Lamichhan semicordata e 29 Jit 1+530 Archalbot-9 Khanayo Ficus 4 4 265.00 Bdr.Lamich semicordata hane 30 Bishnu lal 1+550 Archalbot-9 Banana Musa 10 10 662.5 Shrestha acuminata 31 Kalika 1+550 Archalbot-9 Banana Musa 8 8 530.00 Lamichhan acuminata e 32 Kalika 1+620 Archalbot-9 Khanayo Ficus 3 3 198.75 Lamichhan semicordata e 33 Dev Bhakta 1+710 Archalbot-9 Khanayo Ficus 1 1 66.25 Regmi semicordata 34 Manmaya 1+720 Archalbot-9 Khanayo Ficus 3 3 198.75 Paudel semicordata 35 Min Bdr. 1+730 Archalbot-9 Bakaino Melia 2 2 132.5 Bhujel azedarach 1+740 Archalbot-9 Bakaino Melia 2 2 132.5 azedarach 36 Man Bdr. 1+750 Archalbot-8 Bakaino Melia 2 2 132.5 Khadka azedarach 37 Padam Lal 1+750 Archalbot-9 Gauva Psidium 4 4 265.00 Paudel guajava 38 Nawraj 1+760 Archalbot-7 Bakaino Melia 1 1 66.25 Adhikari azedarach 39 Kamal 1+765 Archalbot-7 Bakaino Melia 1 1 66.25 Bdr.Rimal azedarach 40 Devi 1+770 Archalbot-7 Badhar Artocarpus 2 2 132.5 kunwar lakoocha 41 Hari Bdr. 1+780 Archalbot-7 Bakaino Melia 11 11 728.75 Khadka azedarach 42 Bal Ram 1+900 Archalbot-9 Banana Musa 9 9 596.25 Adhikari acuminata 43 Tula 2+200 Archalbot-8 Banana Musa 8 8 530.00 Kumari acuminata Khanal 44 2+300 Archalbot-7 Banana Musa 14 14 927.5 kunwar acuminata khadka

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S. Owner Ch. Address Species Scientific No. Compe Rate Total N Name Name of nsatory (NR Cost trees Palntati s) (NRs) on (1:1) 45 Tola Maya 2+500 Archalbot-7 Mango Mangifera 1 1 66.25 lamichhane indica 46 Man Bdr. 2+500 Archalbot-8 Banana Musa 4 4 265.00 Khadka acuminata 47 Rajan 2+600 Archalbot-7 Banana Musa 5 5 331.25 Gurug acuminata 2+650 Archalbot-7 Banana Musa 15 15 993.75 acuminata 48 Karna Bdr 2+780 Archalbot-7 Bamboo Bambusa 15 15 993.75 Adhikari arundinacea 49 Ram Bdr. 2+790 Archalbot-7 Bakaino Melia 15 15 993.75 Gharti azedarach Bhujel 50 Som Maya 2+800 Archalbot-7 Bakaino Melia 25 25 1,656.2 Bhujel azedarach 5 51 Ram Bdr. 2+800 Archalbot-6 Mango Mangifera 1 1 66.25 Bhujel indica 52 Gyan Bdr. 2+810 Archalbot-7 Bamboo Bambusa 1 1 66.25 Kunwar arundinacea 53 Hari Bdr. 2+830 Archalbot-6 Khanayo Ficus 50 50 3,312.5 Kunwar semicordata 54 Laxmi 2+910 Archalbot-7 Bamboo Bambusa 2 2 132.5 Kunwar arundinacea 55 Gyan Raj 3+000 Shree Banana Musa 5 5 331.25 Gurung Bhanjyanj-2 acuminata 56 Jit jung 3+090 Shree Banana Musa 6 6 397.5 Gurung Bhanjyanj-2 acuminata 57 Raj Kumar 3+690 Shree Banana Musa 6 6 397.5 Gurung Bhanjyanj-2 acuminata 58 Aaita 3+850 Shree Khanayo Ficus 17 17 1,126.2 Bdr.Nepali Bhanjyang- semicordata 5 2 59 Samser bdr 3+860 Shree Bamboo Bambusa 2 2 132.5 Nepali Bhanjyang- arundinacea 2 60 Sati 4+200 Shree others 2 2 132.5 Gurung Bhanjyang- 2 61 Raj kumar 4+300 Shree Bakaino Melia 2 2 132.5 Gurung Bhanjyang- azedarach 2 62 Bhuwan 5+300 Shree Bakaino Melia 1 1 66.25 Sing Bhanjyang- azedarach Gurung 4 63 Aait Sing 5+300 Shree Khanayo Ficus 30 30 1,987.5 Gurung Bhanjyang- semicordata 4 64 Bal Krishna 5+300 Shree Gauva Psidium 1 1 66.25 Ghimire Bhanjyanj-4 guajava 65 Aaita Sing 5+300 Shree Banana Musa 1 1 66.25

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 187

S. Owner Ch. Address Species Scientific No. Compe Rate Total N Name Name of nsatory (NR Cost trees Palntati s) (NRs) on (1:1) Gurung Bhanjyanj-4 acuminata 66 Bishnu 5+660 Shree Bakaino Melia 4 4 265.00 Ghimire Bhanjyang- azedarach 8 67 Bishow 5+670 Shree Bakaino Melia 6 6 397.5 Bdr. Bhanjyang- azedarach Gurung 8 68 Yagya nath 5+680 Shree Khanayo Ficus 3 3 198.75 Ghimire Bhanjyang- semicordata 8 69 Dhan Bdr. 5+860 Shree Badhar Artocarpus 7 7 463.75 Shrestha Bhanjyang- lakoocha 8 70 Laxmi B.K 5+900 Shree Chilaune Schima 7 7 463.75 Bhanjyang- wallichii 4 71 Bishnu 6+010 Shree Bakaino Melia 5 5 331.25 Kumar Bhanjyang- azedarach Shrestha 8 72 Lalmati 6+220 Shree Sirish Albezia 4 4 265.00 Gurung Bhanjyang- lebbek 8 73 Krishna 6+220 Shree Sirish Albezia 3 3 198.75 Hari Wagle Bhanjyang- lebbek 8 74 Chetnath 6+645 Nauthar-2 Badhar Artocarpus 3 3 198.75 Wagle lakoocha 75 Kopila 6+800 Shree Khanayo Ficus 1 1 66.25 Wagle Bhanjyang- semicordata 8 76 Bipin 9+270 Nauthar-8 Sirish Albezia 2 2 132.5 Chandra lebbek Ghimire 77 Bhu Maya 9+270 Nauthar-8 Sirish Albezia 25 25 1,656.2 Ghale lebbek 5 78 Surwa Sing 9+290 Nauthar-8 Khanayo Ficus 3 3 198.75 Gurung semicordata 9+290 Nauthar-8 Banana Musa 13 13 861.25 acuminata Total 519 519 34,384. 00

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 188 c. Calculation of Plantation Cost in Private land Item no. Description Unit Total Rate Amount Remarks quantity (NRs.) (NRs.)

Seedling cost No 1760 30 52,800.00 20 Plantation per ha 20(1) Site selection and Persondays 3 550 1650 survey 20.5(a)i Pitting 45X30X30 Persondays 32 550 17600 50% slope cm pit 20.6(a) Seedling Persondays 6 550 3300 1 km transportation distance 20.6(b) Seedling Persondays 3 550 1650 transportation (within) 20.7(a) Plantation Persondays 20 550 11000 Up to 50% slope 32.1(b) Weeding Persondays 18 550 9900 32.3 Replacement Persondays 9 550 4950 plantation (10%) 33.1(b) Prunning Persondays 25 550 13750 Up to 50% slope Total 116,600.00 Per plant cost 66.25

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 189 d. Calculation of Plantation Cost in CF Total Rate Amount Item No. Description Unit Remarks quantity (NRs.) (NRs.) Seedling cost No 1760 20 35,200.00

20 Plantation per ha

Site selection and 20(1) Persondays 3 550 1,650.00 survey 20.2(b) Site clearance Persondays 10 550 5,500.00 25% shrubs and grasses Fixing of pit 20.3 Persondays 3 550 1,650.00 distance (1600 pits) Pitting of 45X30X30 20.5(a)i Persondays 32 550 17,600.00 50% slope cm pit Seedling 20.6(a)iii Persondays 6 550 3,300.00 1 km distance transportation Seedling 20.6(b)iii transportation Persondays 3 550 1,650.00

(within) 20.7(a) Plantation Persondays 20 550 11,000.00 Up to 50% slope 32.1(b) Weeding Persondays 18 550 9,900.00

Replacement 32.3 Persondays 9 550 4,950.00 plantation (10%) 33.1(b) Prunning Persondays 25 550 13,750.00 Up to 50% slope Sub-total 106,150.00

Fencing per 200 35 running meter Preparation of 100 poles of 30-40cm 35.2(a)ii Persondays 8 550 4,400.00 girth and 1.8m height Five line barbed 35.4 wire fencing (100

running meter) Barbed wire (14 35.4(a) Kg 143 125 71,500.00 gauge) Wooden pole No 88 No cost (10cmx10cmx1.8m) Unail Kg 4.2 125 2,100.00

35.3(b) Pitting for poles Persondays 14 550 30,800.00

Stretching and 35.4(c) tightening of barbed Persondays 24 550 52,800.00

wire Sub-total 161,600.00

Total 267,750.00

Contingency (5%) 13,387.50

Grand Total 281,137.50

1600+10% plants with Per plant cost 159.74 2.5m x 2.5m spacing

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 190 e. Compensatory Plantation Agreement Ifltk"lt{ a[Iff/f]k0f(Compensatory Plantation) k[i7e"dL e"sDk cfktsfnLg ;xfotf cfof]hgf (EEAP) PlzofnL ljsf; a}+ssf] ;x'nLotk"0f{ C0f ;xof]u, :jL; ljsf; ;xof]u lgof]usf] k|fljlws ;xof]u tyf g]kfn ;/sf/sf] nufgLdf z'? ePsf] xf] o; cfof]hgfsf] p2]Zo @)&@ a}zfv !@ ut]sf] e"sDk kl5 e"sDkLo If]qdf k"glg{d{f0f / k"g{:yfkgf sfo{df ;xof]u ug{' xf] . o; cfof]hgfn] ljBfno, ;8s, ;/sf/L ejg k"glg{df0f / ul/ ;Defljt k|sf]kaf6 ;dfg's"ng ug{' /x]sf] 5 . of] sfo{s|d k"glg{df0f / k"g{:yfkgf sfo{k2tLdf cfwfl/t /xg] 5 . o;n] ;8s If]qsf e"sDk k|efljt hgtfnfO{ ;xhtf k|bfg ug]{5 . ndh'ª lhNnfdf cjl:yt k|:tfljt a]n3f/L — cr{naf]6 — nfdfau/ — ;]/fahf/ — lnt'O/] — kfrf]s ;8s pk–cfof]hgf e"sDk cfktsfnLg ;xfotf cfof]hgf (EEAP) cGtu{t ;+rfng ug{ nfuLPsf] Ps pkcfof]hgf xf] . a]n3f/L — cr{naf]6 — nfdfau/ — ;]/fahf/ — lnt'O/] — kfrf]s ;8s pk–cfof]hgf ndh'ª lhNnfsf] bf]bL{ ufpFkflnsf -tTsflng eft]{ uf=lj=;=_ sf] a]n3f/L b]lv bf]bL{ ufpFkflnsf -tTsflng kfrf]s uf=lj=;=_ sf] kfrf]sdf 6+'luG5 . of] ;8ssf] rf}8fO{ ^=@% dL= / hDdf nDafO{ !@=(%) ls=dL= kb{5 .

;fGb{lestf g]kfn ;/sf/sf] ;/sf/L ?vx? x6fpg] ;DaGwL dfkb08 @)&! cg';f/ a]n3f/L — cr{naf]6 — nfdfau/ — ;]/fahf/ — lnt'O/] — kfrf]s ;8s pk–cfof]hgfsf] lgdf{0f s|ddf sfl6g] ?vx?sf] Ifltk"lt{ ;DaGwdf hlt ?v sfl6G5g To;sf] !M@% cg'kftdf Ifltk"lt{ a[Iff/f]k0f / % aif{ ;Dd ;+/If0f ug'{ kg]{ x'G5 . jgdf sfl6g] ?vx?sf] ;+Vof / Ifltk"lt{ jfkt a[Iff/f]k0f ug'{ kg]{ ?v ;+Vof / cg'dflgt nfut pk/f]Qm cg';f/ a]n3f/L — cr{naf]6 — nfdfau/ — ;]/fahf/ — lnt'O/] — kfrf]s ;8s pk–cfof]hgf ;fd'bflos eP/ hfg] / sfl6g] ?vx?sf] ;+Vof, Ifltk"lt{ jfkt a[Iff/f]k0f ug'{ kg]{ ?v ;+Vof / cg'dflgt nfut ;d]t 6]a'n ! df lbO{Psf] 5 .

6]a'n !M ;fd'bflos jgdf sfl6g] ?vx?sf] ;+Vof, Ifltk"lt{ jfkt a[Iff/f]k0f ug'{ kg]{ ?v ;+Vof / cg'dflgt nfut l;= jgsf] gfd sfl6g] Ifltk"lt{ la?jf, a[Iff/f]k0f uf]8d]n, hDdf nfut g= ?v ;+Vof a[Iff/f]k0f / 3]/jf/ nfut k'g/f]k0f nfut -g]=?=_ ?v ;+Vof klxnf] ls:tf bf]>f] ls:tf -!M@%_ -g]=?=_ -g]=?=_ ! /fgLZjfF/f ;f= j= !$# #,%&% %!),)*!=)) ^),(*(=)) %&!,)&)=%) @ s]/faf/L;f= j= # &% !),&)!=)) !,@&(=%) !!,(*)=%) # lzvf| ;f= j= !@& #,!&% $%#,))(=)) %$,!^%=%) %)&,!&$=%)

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 191 l;= jgsf] gfd sfl6g] Ifltk"lt{ la?jf, a[Iff/f]k0f uf]8d]n, hDdf nfut g= ?v ;+Vof a[Iff/f]k0f / 3]/jf/ nfut k'g/f]k0f nfut -g]=?=_ ?v ;+Vof klxnf] ls:tf bf]>f] ls:tf -!M@%_ -g]=?=_ -g]=?=_ hDdf @&# ^,*@% (&#,&(!=)) !!^,$#$=%) !,)(),@@%=%)

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 192

lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no / lhNnf jg sfof{no / ;fd'bflos jg pkef]Qmf ;d"xsf] aLrdf

Ifltk"lt{ a[Iff/f]k0f -Compensatory Plantation_ sfof{Gjog ug{ePsf] ;+Demf}tf -Agreement_ kq s_ sfof{Gjog ug]{ ;+:yfsf] lhDd]jf/L tyf bfloTj lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no, ndh'ª != Ifltk"lt{ a[Iff/f]k0f sfo{ ug{sf] nfuL Joj:yfkg ug]{ h:t}, lj?jf pTkfbg÷9'jfgL ug]{, a[Iff/f]k0f ug]{ sfo{ cflb . a[Iff/f]k0f tyf 3]/jf/ -fencing_ ug{ nfut cg'dfg cg';f/sf] /sd -klxnf] ls:tf_ ;DalGwt ;fd'bflos jg pkef]Qmf ;d"x -;f=j=p=;=_ nfO{ lhNnf jg sfof{no dfkm{t pknAw u/fpg] .

@= a[Iff/f]k0f ul/Psf] If]qsf] ;'kl/j]If0f tyf cg'udgdf ;j} ;/f]sf/jfnfnfO{ ;xefuL u/fpg] .

#= a[Iff/f]k0f ul/;s] kl5 lj?jf afFr]sf] cfwf/df jg Joj:yfkg -uf]8d]n, xfFuf s6gL / k'gM/f]k0f ug{_ afFsL /sd -bf]>f] ls:tf_ ;DalGwt ;fd'bflos jg pkef]Qmf ;d"xn] kfpg] u/L lhNnf jg sfof{nosf] k|fljlwssf] l;kmfl/;sf] ;fy} /f]xj/df pknAw u/fpg Joj:yf ldnfpg] . lhNnf jg sfof{no, ndh'ª != lj?jf vl/b, ;Íngsf] ;fy} a[Iff/f]k0f ug{ k|ljlws ;xof]u pknAw u/fpg] .

@= ;f=j=p=;=n] u/]sf] sfdsf] cg'udg u/L lhNnf ;dGjo ;ldlt÷lhNnf k|fljlws sfof{nodf k|utL k|ltj]bg k]z ug]{ .

#= a[Iff/f]k0fsf] ;'kl/j]If0f tyf cg'udgdf lhNnf ;dGjo ;ldlt÷lhNnf k|fljlws sfof{nonfO{ ;xof]u k'¥ofpg]sf] ;fy} ;+o'Qm cg'udgdf ;xefuL x'g] .

/fgLZjfF/f ;fd'bflos jg pkef]Qmf ;d"x != a[Iff/f]k0f ug{ rflxg] la?jfsf] dfu ;+sng ug]{ .

@= lj?jf pTkfbg vl/b tyf pknAw u/fpgsf] ;fy} :yfgLo ?kdf 9'jfgL ug{ ;xof]u k'¥ofpg] .

#= a[Iff/f]k0f If]qdf 5]sjf/ ug]{, Kjfsn vGg] / la?jf /f]Kg] sfddf clgjfo{ ;xefuL x'g] .

$= a[Iff/f]k0f If]qsf] Joj:yfkg k|ljlws ;xof]udf cfkm} ug'{kg]{ .

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 193

%= lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no÷lhNnf jg sfof{non] ug]{ cg'udg sfo{df ;xof]u k'¥ofpgsf] ;fy} ;d'xn] :jMcg'udg u/L k|ltj]bg lbg'kg]{ . v_ ;xof]uL ;+:yfsf] lhDd]jf/L tyf bfloTj lhNnf sfof{Gjog ;xof]u OsfO ÷lhNnf :t/Lo cfof]hgf sfof{Gjog OsfO, ndh'ª

!= a[Iff/f]k0f sfo{sf] nflu ;fd'bflos jg pkef]Qmf ;d"x, lhNnf jg sfof{no tyf lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no;+u ;dGjo ug]{ .

@= la?jf pTkfbg÷9'jfgL tyf a[Iff/f]k0f sfo{df ;xof]u k'¥ofpg] .

#= a[Iff/f]k0f If]qsf] ;'kl/j]If0f tyf cg'udgdf k|fljlws tyf ;+:yfut ;xof]u k'¥ofpg] .

$= jg tyf e"–;+/If0f dGqfno Pjd\ ;+3Lo dfldnf tyf :yfgLo ljsf; dGqfno / cGt/utsf lgsfoaf6 a[Iff/f]k0f cg'udg ug{ cfPsf] 6f]nLnfO{ ;xof]u k'¥ofpg] . u_ e'QmfgL ug]{ sfo{ ljlwM ;8s lgdf{0f s|ddf sfl6g] !$# ?vx?sf] nflu !M@% cg'kftdf ul/g] Ifltk"lt{ a[Iff/f]k0f -#,%&% ?vx?_ jfkt hDdf g] ?= %&!,)&)=%) lgDgfg';f/ pknAw u/fO{g] 5 .

!—klxnf] ls:tfM a[Iff/f]k0f tyf 3]/jf/ -fencing_ ug{ nfut cg'dfg cg';f/sf] /sd g] ? %!),)*!=)) ;DalGwt ;fd'bflos jg pkef]Qmf ;d"x -;f=j=p=;=_ nfO{ lhNnf jg sfof{no dfkm{t pknAw u/fpg] .

@—bf]>f] ls:tfM a[Iff/f]k0f ul/;s] kl5 lj?jf afFr]sf] cfwf/df jg Joj:yfkg -uf]8d]n, xfFuf s6gL / k'gM/f]k0f ug{_ afFsL /sd g] ?= ^),(*(=%) ;DalGwt ;fd'bflos jg pkef]Qmf ;d"xn] kfpg] u/L lhNnf jg sfof{nosf] /f]xj/df pknAw u/fpg]] . lhNnf ;dGjo ;ldlt÷lhNNff lhNnf jg sfof{nosf] ;fd'bflos jg pkef]Qmf ;d"xsf] k|fljlws sfof{nosf] tkm{ af6 tkm{ af6 tkm{ af6 x:tfIf/M x:tfIf/M x:tfIf/M gfdM gfdM gfdM kbM kbM kbM ldltM ldltM ldltM 5fkM 5fkM 5fkM

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 194

lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no / lhNnf jg sfof{no / ;fd'bflos jg pkef]Qmf ;d"xsf] aLrdf

Ifltk"lt{ a[Iff/f]k0f -Compensatory Plantation_ sfof{Gjog ug{ePsf] ;+Demf}tf -Agreement_ kq s_ sfof{Gjog ug]{ ;+:yfsf] lhDd]jf/L tyf bfloTj lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no, ndh'ª != Ifltk"lt{ a[Iff/f]k0f sfo{ ug{sf] nfuLJoj:yfkg ug]{ h:t}, lj?jf pTkfbg÷9'jfgL ug]{, a[Iff/f]k0f ug]{ sfo{ cflb . a[Iff/f]k0f tyf 3]/jf/ -fencing_ ug{ nfut cg'dfg cg';f/sf] /sd -klxnf] ls:tf_ ;DalGwt ;fd'bflos jg pkef]Qmf ;d"x -;f=j=p=;=_ nfO{ lhNnf jg sfof{no dfkm{t pknAw u/fpg] .

@= a[Iff/f]k0f ul/Psf] If]qsf] ;'kl/j]If0f tyf cg'udgdf ;j} ;/f]sf/jfnfnfO{ ;xefuL u/fpg] .

#= a[Iff/f]k0f ul/;s] kl5 lj?jf afFr]sf] cfwf/df jg Joj:yfkg -uf]8d]n, xfFuf s6gL / k'gM/f]k0f ug{_ afFsL /sd -bf]>f] ls:tf_ ;DalGwt ;fd'bflos jg pkef]Qmf ;d"xn] kfpg] u/L lhNnf jg sfof{nosf] k|fljlwssf] l;kmfl/;sf] ;fy} /f]xj/df pknAw u/fpg Joj:yf ldnfpg] . lhNnf jg sfof{no, ndh'ª != lj?jf vl/b, ;Íngsf] ;fy} a[Iff/f]k0f ug{ k|ljlws ;xof]u pknAw u/fpg] .

@= ;f=j=p=;=n] u/]sf] sfdsf] cg'udg u/L lhNnf ;dGjo ;ldlt÷lhNnf k|fljlws sfof{nodf k|utL k|ltj]bg k]z ug]{ .

#= a[Iff/f]k0fsf] ;'kl/j]If0f tyf cg'udgdf lhNnf ;dGjo ;ldlt÷lhNnf k|fljlws sfof{nonfO{ ;xof]u k'¥ofpg]sf] ;fy} ;+o'Qm cg'udgdf ;xefuL x'g] . s]/faf/L ;fd'bflos jg pkef]Qmf ;d"x

!= a[Iff/f]k0f ug{ rflxg] la?jfsf] dfu ;+sng ug]{ .

@= lj?jf pTkfbg vl/b tyf pknAw u/fpgsf] ;fy} :yfgLo ?kdf 9'jfgL ug{ ;xof]u k'¥ofpg] .

#= a[Iff/f]k0f If]qdf 5]sjf/ ug]{, Kjfsn vGg] / la?jf /f]Kg] sfddf clgjfo{ ;xefuL x'g] . $= a[Iff/f]k0f If]qsf] Joj:yfkg k|ljlws ;xof]udf cfkm} ug'{kg]{ .

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 195

%= lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no÷lhNnf jg sfof{non] ug]{ cg'udg sfo{df ;xof]u k'¥ofpgsf] ;fy} ;d'xn] :jMcg'udg u/L k|ltj]bg lbg'kg]{ . v_ ;xof]uL ;+:yfsf] lhDd]jf/L tyf bfloTj lhNnf sfof{Gjog ;xof]u OsfO ÷lhNnf :t/Lo cfof]hgf sfof{Gjog OsfO, ndh'ª != a[Iff/f]k0f sfo{sf] nflu ;fd'bflos jg pkef]Qmf ;d"x, lhNnf jg sfof{no tyf lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no;+u ;dGjo ug]{ .

@= la?jf pTkfbg÷9'jfgL tyf a[Iff/f]k0f sfo{df ;xof]u k'¥ofpg] .

#= a[Iff/f]k0f If]qsf] ;'kl/j]If0f tyf cg'udgdf k|fljlws tyf ;+:yfut ;xof]u k'¥ofpg] .

$= jg tyf e"–;+/If0f dGqfno Pjd\ ;+3Lo dfldnf tyf :yfgLo ljsf; dGqfno / cGt/utsf lgsfoaf6 a[Iff/f]k0f cg'udg ug{ cfPsf] 6f]nLnfO{ ;xof]u k'¥ofpg] . u_ e'QmfgL ug]{ sfo{ ljlwM ;8s lgdf{0f s|ddf sfl6g] # ?vx?sf] nflu !M@% cg'kftdf ul/g] Ifltk"lt{ a[Iff/f]k0f - &% ?vx?_ jfkt hDdf g] ?= !!,(*)=%) lgDgfg';f/ pknAw u/fO{g] 5 .

!—klxnf] ls:tfM a[Iff/f]k0f tyf 3]/jf/ -fencing_ ug{ nfut cg'dfg cg';f/sf] /sd g] ? !),&)!=)) ;DalGwt ;fd'bflos jg pkef]Qmf ;d"x -;f=j=p=;=_ nfO{ lhNnf jg sfof{no dfkm{t pknAw u/fpg] .

@—bf]>f] ls:tfM a[Iff/f]k0f ul/;s] kl5 lj?jf afFr]sf] cfwf/df jg Joj:yfkg -uf]8d]n, xfFuf s6gL / k'gM/f]k0f ug{_ afFsL /sd g] ?= !,@&(=%) ;DalGwt ;fd'bflos jg pkef]Qmf ;d"xn] kfpg] u/L lhNnf jg sfof{nosf] /f]xj/df pknAw u/fpg]] . lhNnf ;dGjo ;ldlt÷lhNNff lhNnf jg sfof{nosf] ;fd'bflos jg pkef]Qmf ;d"xsf] k|fljlws sfof{nosf] tkm{ af6 tkm{ af6 tkm{ af6 x:tfIf/M x:tfIf/M x:tfIf/M gfdM gfdM gfdM kbM kbM kbM ldltM ldltM ldltM 5fkM 5fkM 5fkM

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 196

lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no / lhNnf jg sfof{no / ;fd'bflos jg pkef]Qmf ;d"xsf] aLrdf Ifltk"lt{ a[Iff/f]k0f -Compensatory Plantation_ sfof{Gjog ug{ePsf] ;+Demf}tf -Agreement_ kq s_ sfof{Gjog ug]{ ;+:yfsf] lhDd]jf/L tyf bfloTj lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no, ndh'ª != Ifltk"lt{ a[Iff/f]k0f sfo{ ug{sf] nfuLJoj:yfkg ug]{ h:t}, lj?jf pTkfbg÷9'jfgL ug]{, a[Iff/f]k0f ug]{ sfo{ cflb . a[Iff/f]k0f tyf 3]/jf/ -fencing_ ug{ nfut cg'dfg cg';f/sf] /sd -klxnf] ls:tf_ ;DalGwt ;fd'bflos jg pkef]Qmf ;d"x -;f=j=p=;=_ nfO{ lhNnf jg sfof{no dfkm{t pknAw u/fpg] .

@= a[Iff/f]k0f ul/Psf] If]qsf] ;'kl/j]If0f tyf cg'udgdf ;j} ;/f]sf/jfnfnfO{ ;xefuL u/fpg] .

#= a[Iff/f]k0f ul/;s] kl5 lj?jf afFr]sf] cfwf/df jg Joj:yfkg -uf]8d]n, xfFuf s6gL / k'gM/f]k0f ug{_ afFsL /sd -bf]>f] ls:tf_ ;DalGwt ;fd'bflos jg pkef]Qmf ;d"xn] kfpg] u/L lhNnf jg sfof{nosf] k|fljlwssf] l;kmfl/;sf] ;fy} /f]xj/df pknAw u/fpg Joj:yf ldnfpg] . lhNnf jg sfof{no, ndh'ª != lj?jf vl/b, ;Íngsf] ;fy} a[Iff/f]k0f ug{ k|ljlws ;xof]u pknAw u/fpg] .

@= ;f=j=p=;=n] u/]sf] sfdsf] cg'udg u/L lhNnf ;dGjo ;ldlt÷lhNnf k|fljlws sfof{nodf k|utL k|ltj]bg k]z ug]{ .

#= a[Iff/f]k0fsf] ;'kl/j]If0f tyf cg'udgdf lhNnf ;dGjo ;ldlt÷lhNnf k|fljlws sfof{nonfO{ ;xof]u k'¥ofpg]sf] ;fy} ;+o'Qm cg'udgdf ;xefuL x'g] . lzv|f ;fd'bflos jg pkef]Qmf ;d"x

!= a[Iff/f]k0f ug{ rflxg] la?jfsf] dfu ;+sng ug]{ .

@= lj?jf pTkfbg vl/b tyf pknAw u/fpgsf] ;fy} :yfgLo ?kdf 9'jfgL ug{ ;xof]u k'¥ofpg] .

#= a[Iff/f]k0f If]qdf 5]sjf/ ug]{, Kjfsn vGg] / la?jf /f]Kg] sfddf clgjfo{ ;xefuL x'g] . $= a[Iff/f]k0f If]qsf] Joj:yfkg k|ljlws ;xof]udf cfkm} ug'{kg]{ .

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 197

%= lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no÷lhNnf jg sfof{non] ug]{ cg'udg sfo{df ;xof]u k'¥ofpgsf] ;fy} ;d'xn] :jMcg'udg u/L k|ltj]bg lbg'kg]{ . v_ ;xof]uL ;+:yfsf] lhDd]jf/L tyf bfloTj lhNnf sfof{Gjog ;xof]u OsfO ÷lhNnf :t/Lo cfof]hgf sfof{Gjog OsfO, ndh'ª != a[Iff/f]k0f sfo{sf] nflu ;fd'bflos jg pkef]Qmf ;d"x, lhNnf jg sfof{no tyf lhNnf ;dGjo ;ldlt÷lhNNff k|fljlws sfof{no;+u ;dGjo ug]{ .

@= la?jf pTkfbg÷9'jfgL tyf a[Iff/f]k0f sfo{df ;xof]u k'¥ofpg] .

#= a[Iff/f]k0f If]qsf] ;'kl/j]If0f tyf cg'udgdf k|fljlws tyf ;+:yfut ;xof]u k'¥ofpg] .

$= jg tyf e"–;+/If0f dGqfno Pjd\ ;+3Lo dfldnf tyf :yfgLo ljsf; dGqfno / cGt/utsf lgsfoaf6 a[Iff/f]k0f cg'udg ug{ cfPsf] 6f]nLnfO{ ;xof]u k'¥ofpg] . u_ e'QmfgL ug]{ sfo{ ljlwM ;8s lgdf{0f s|ddf sfl6g] !@& ?vx?sf] nflu !M@% cg'kftdf ul/g] Ifltk"lt{ a[Iff/f]k0f -#,!&% ?vx?_ jfkt hDdf g] ?= %)&,!&$=%) lgDgfg';f/ pknAw u/fO{g] 5 .

!—klxnf] ls:tfM a[Iff/f]k0f tyf 3]/jf/ -fencing_ ug{ nfut cg'dfg cg';f/sf] /sd g] ? $%#,))(=)) ;DalGwt ;fd'bflos jg pkef]Qmf ;d"x -;f=j=p=;=_ nfO{ lhNnf jg sfof{no dfkm{t pknAw u/fpg] .

@—bf]>f] ls:tfM a[Iff/f]k0f ul/;s] kl5 lj?jf afFr]sf] cfwf/df jg Joj:yfkg -uf]8d]n, xfFuf s6gL / k'gM/f]k0f ug{_ afFsL /sd g] ?= %$,!^%=%) ;DalGwt ;fd'bflos jg pkef]Qmf ;d"xn] kfpg] u/L lhNnf jg sfof{nosf] /f]xj/df pknAw u/fpg]] . lhNnf ;dGjo ;ldlt÷lhNNff lhNnf jg sfof{nosf] ;fd'bflos jg pkef]Qmf ;d"xsf] k|fljlws sfof{nosf] tkm{ af6 tkm{ af6 tkm{ af6 x:tfIf/M x:tfIf/M x:tfIf/M gfdM gfdM gfdM kbM kbM kbM ldltM ldltM ldltM 5fkM 5fkM 5fkM

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 198

f. Plantation Plan in District A. Compensatory plantation Requirements for plantation activities 1) Coordination with DFO - Meeting will be held with DFO and CFUGs to discuss about the plantation management 2) Agreement with DFO/CFUGs/DCC - Agreement will be done with DFO and DCC/DTO for the compensatory plantation 3) Managing planting stock - Nursery establishment and operation . From DFO/CFUG nursery . From private nursery owner from districts . Fruit trees in private land - Horticulture farms in districts. 4) Identification and survey of plantation area - Plantation area will be identified by DFO and survey will be done. 5) Fencing - Fencing will be done by concerned DFO/CFUG. 6) Pitting - Pits of 45cmx30cm x 30cm size will be dug. 7) Transportation of seedlings - From nursery to the planting sites 8) Planting - It will be done by the DFO/CFUGs in the starting of monsoon 9) Weeding - After the monsoon season, weeding is done to reduce the competition by weeds. 10) Survival count - Before winter starts, survival of the plantation will be done for casualty replacement before next monsoon.

Plan of Action for Plantation in CF

Activities Marc April May June July Aug Sep Oct Nov Dec h 18 18 18 18 18 18 18 18 18 18 Agreement with DFO/CFUG/DCC Managing planting stock Survey of plantation area Fencing Pitting Transportation of seedlings Planting Weeding Survival count

B. Roadside plantation 1) Coordination with local communities, RM/Municipality and DFO - Meeting will be held with concerned local communities, RM/Municipality and DFO to discuss about the plantation management 2) Agreement with concerned stakeholders - Agreement will be done with concerned local communities, RM/Municipality and DFO for the road side plantation 3) Managing planting stock - Nursery establishment and operation . From DFO nursery . From private nursery owner from districts . Fruit trees in private land - Horticulture farms in districts. 4) Identification and survey of plantation area - Plantation area will be identified by concerned local communities, RM/Municipality, and DFO and survey will be done. 5) Fencing - Fencing will be done by concerned local communities, RM/Municipality and DFO.

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 199

6) Pitting - Pits of appropriate size will be dug depending on species 7) Transportation of seedlings - From nursery to the planting sites 8) Planting - It will be done in the starting of monsoon 9) Weeding - After the monsoon season, weeding is done to reduce the competition by weeds. 10) Survival count - before winter starts, survival of the plantation will be done for casualty replacement before next monsoon.

Plan of Action for Roadside Plantation Activities March April 18 May 18 June 18 July 18 Aug 18 Sep 18 18 Agreement with local communities, Municipality and DFO Managing planting stock Survey of plantation area Fencing Pitting Transportation of seedlings Planting Weeding Survival count

C. Plantation in Private land Coordination with affected landowner - Meeting will be held with concerned affected landowner to discuss about the plantation trees in their land. 1) Managing planting stock . From DFO/CFUG nursery . From private nursery owner from districts . Fruit trees in private land - Horticulture farms in districts. 2) Identification and survey of plantation area - Plantation area will be identified in coordination with affected landowner. 3) Protection- Protection of planted trees will be done by the landowner. 4) Pitting - Pits of appropriate size will be dug depending on the species. i. Transportation of seedlings - From nursery to the planting sites ii. Planting - It will be done by the affected landowner and cost will be provided in the starting of monsoon iii. Weeding - After the monsoon season, weeding is done to reduce weed competition.

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 200

Appendix XV: Detail Information of Affected structure

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 201 a. Private Structure i. Affected Structure Distanc 1 Structure No Chainage House Owner Name Plot no Sheet no e from Address Remarks 1 0+580 Rishiam Shrestha 395 941116 CL3.8 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House (Fully) 90812.99 as per estimate sheet

Land Owner Name: Rishiam Shrestha Total 90812.99

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 2 e from 2 1+130 Man Maya Paudel 486 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House(Partial) as per estimate sheet 59709.15

Land Owner Name: Man Maya Paudel Total 59709.15

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 3 e from 3 1+730 Man Maya Paudel 486 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Saw Mill(Partial) as per estimate sheet 46981.31

Land Owner Name: Man Maya Paudel Total 46981.31

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 4 e from 4 1+540 Muktinath Lamichane 636 941116 4.5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House(Shop) Top only as per estimate sheet 37869.71

Land Owner Name: Muktinath Lamichane Total 37869.71

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 202

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 5 e from 5 1+560 Badri Lamichane 635 941116 3.5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Houses Partially as per estimate sheet 37433.87

Land Owner Name: Badri Lamichane Total 37433.87

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 6 e from 6 1+570 Badri Lamichane 538 941116 3.5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Shop Partially as per estimate sheet 101756.98

Land Owner Name: Badri Lamichane Total 101756.98

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 7 e from 7 1+650 Kalika Lamichane 66 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House partially as per estimate sheet 84527.92

Land Owner Name: Kalika Lamichane Total 84527.92

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 8 e from 8 1+720 Kalika Lamichane 491 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Shop Partially as per estimate sheet 80286.54

Land Owner Name: Kalika Lamichane Total 80286.54

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 203

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 9 e from 9 1+770 Shree Bhakta Regmi 92, 93 941116 3.2 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 16151.14

Land Owner Name: Shree Bhakta Regmi Total 16151.14

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 10 e from 10 1+930 Takraj Thapa magar 634 941116 3.8 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) 2 Story as per estimate sheet 368262.75 Partially

Land Owner Name: Takraj Thapa magar Total 368262.75

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 11 e from 11 2+530 Man Bahadur Rimal 496 941116 3.1 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm)

House (Full) as per estimate sheet 136942.41

Land Owner Name: Man Bahadur Rimal Total 136942.41

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 12 e from 12 6+220 Bijman Nepali(Ram 940997 3.8 Shreevanjyang bdr gurung) Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House(Partially) as per estimate sheet 52607.46

Land Owner Name: Ram Bdr Gurung Total 52607.46

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 204

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 13 e from 13 6+660 Ladi Gurung 62 940997 2.8 Sherabazar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House (Partially) as per estimate sheet 19687.35

Land Owner Name: Ladi Gurung Total 19687.35

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 14 e from 14 6+760 Budhmaya(Shyamlal) 696 4.3 Sherabazar Gurung Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House Kitchen(Partial) as per estimate sheet 29616.12

Land Owner Name: Budhmaya(Shyamlal) Gurung Total 29616.12

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 15 e from 15 10+120 Ram bdr gurung 940959 3 Nauthar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House (Partial) as per estimate sheet 57808.41

Land Owner Name: Ram bdr gurung Total 57808.41

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 16 e from 16 10+130 Jabbar Sing gurung 534 940959 4.4 Nauthar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House (Partial) as per estimate sheet 188750.57

Land Owner Name: Jabbar Sing gurung Total 188750.57

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 205

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 17 e from 17 11+300 Chattur Bdr 573 14 2.6 Pachok Gurung(Gamere) Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Shop (Full) as per estimate sheet 49852.33

Land Owner Name: Gameere Gurung Total 49852.33

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 18 e from 18 12+440 Teklal Gurung 16 4 Pachok Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House (Partial) as per estimate sheet 87386.87

Land Owner Name: Ram bdr Ghale Total 87386.87

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 19 e from 19 12+500 Shuv Raj gurung 979 950961 2 Pachok Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House(Partial) as per estimate sheet 130590.47

Land Owner Name: Shuv Raj gurung Total 130590.47

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 20 e from 20 0+750 Aaitemaya Pariyar 329 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali(Kitche as per estimate sheet 15108.28

Land Owner Name: Aaitemaya Pariyar Total 15108.28

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 206

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 21 e from 21 1+930 Bimala Adhikari 49 941116 4.5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 37161.06

Land Owner Name: Bimala Adhikari Total 37161.06

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 22 e from 22 2+000 Prasad marahatha 612 941116 4.2 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 16313.34

Land Owner Name: Indra Prasad marahatha Total 16313.34

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 23 e from 23 2+200 Narayan Pd Marahatha 561 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 6236.52

Land Owner Name: Narayan Pd Marahatha Total 6236.52

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 24 e from 24 2+280 Narayan Kubar 530 941116 4.35 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 6236.52

Land Owner Name: Narayan Kubar Total 6236.52

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 207

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 25 e from 25 2+500 Chiz Maya gurung 497 941116 3.7 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali, as per estimate sheet 12720.52

Land Owner Name: Chiz Maya gurung Total 12720.52

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 26 e from 26 3+890 Bimla Bhujel 3.4 Shreevanjyang Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI pali as per estimate sheet 7558.38

Land Owner Name: Bimla Bhujel Total 7558.38

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 27 e from 27 5+170 Hiralal Shrestha 26 941037 3.4 Shreevanjyang Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Hose CGI pali, courtyard as per estimate sheet 24283.28

Land Owner Name: Hiralal Shrestha Total 24283.28

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 28 e from 28 5+170 SuvadraGurung(ManjungG 5 941037 4 Shreevanjyang uru ng) Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI pali, courtyard as per estimate sheet 29499.50

Land Owner Name: Manjung Gurung Total 29499.50

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 208

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 29 e from 29 5+480 Goma ghimire 58 940997 4.2 Shreevanjyang Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House pali and courtyard as per estimate sheet 49656.55

Land Owner Name: Goma ghimire Total 49656.55

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 30 e from 30 6+640 Kumar Pandey 1258 940997 4.7 Sherabazar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Courtyard as per estimate sheet 10935.84

Land Owner Name: Kumar Pandey Total 10935.84

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 31 e from 31 8+100 Subba Gurung 437 940958 2.5 Nauthar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 21392.97

Land Owner Name: Subba Gurung Total 21392.97

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 32 e from 32 8+952 Shuvi gurung 482 940958 4 Jetaure Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 15190.17

Land Owner Name: Shuvi gurung Total 15190.17

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 209

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 33 e from 33 9+680 Dal Subba gurung 472 940959 3 Nauthar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 20884.26

Land Owner Name: Dal Subba gurung Total 20884.26

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 34 e from 34 10+100 Bdr Gurung 940959 4.8 Nauthar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali, Courtyard as per estimate sheet 26136.94

Land Owner Name: Durga Bdr Gurung Total 26136.94

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 35 e from 35 10+120 Gaine Gurung 551 940959 3 Nauthar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 20583.78

Land Owner Name: Gaine Gurung Total 20583.78

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 36 e from 36 11+260 Manmaya gurung 300 4 Pachok Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 12963.37

Land Owner Name: Manmaya gurung Total 12963.37

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 210

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 37 e from 37 11+270 Shanata maya Gurung 781 3 Pachok Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) House CGI Pali as per estimate sheet 9221.84

Land Owner Name: Shanata maya Gurung Total 9221.84

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 38 e from 38 0+780 Maiya Pariyar 49 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Pig Farm as per estimate sheet 36933.32

Land Owner Name: Maiya Pariyar Total 36933.32

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 39 e from 39 5+860 Dhan Bdr Shrestha 887 940997 2 Shreevanjyang Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Pig Farm as per estimate sheet 12553.90

Land Owner Name: Dhan Bdr Shrestha Total 12553.90

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 40 e from 40 9+680 Dal Subba gurung 472 940959 3 Nauthar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm)

Cow farm as per estimate sheet 23725.19

Land Owner Name: Dal Subba gurung Total 23725.19

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 211

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 41 e from 41 11+750 Buddhe Gurung 464 15 3 Pachok Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Cow farm as per estimate sheet 37231.22

Land Owner Name: Buddhe Gurung Total 37231.22

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 42 e from 42 12+160 Him Kumari 16 4 Pachok gurung(Gausari) VDCoff. Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Caw Farm CGI as per estimate sheet 22571.30

Land Owner Name: Gausari gurung Total 22571.30

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 43 e from 43 0+750 Aaitemaya Pariyar 329 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Toilet and Gobar as per estimate sheet 39323.85

Land Owner Name: Manjung Gurung Total 39323.85

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 44 e from 44 0+780 Maiya Pariyar 588 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Toilet and Gobargas as per estimate sheet 30487.08

Land Owner Name: Maiya Pariyar Total 30487.08

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 212

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 45 e from 45 1+770 Shree Bhakta Regmi 92, 93 941116 3 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Toilet as per estimate sheet 34240.84

Land Owner Name: Shree Bhakta Regmi Total 34240.84

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 46 e from 46 2+420 Raj Adhikari 476 941116 5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Toilet and as per estimate sheet gobargas 31026.50

Land Owner Name: Tirtha Raj Adhikari Total 31026.50

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 47 e from 47 2+470 Tola Kumari lamichane 418 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Toilet as per estimate sheet 29778.29

Land Owner Name: Tola Kumari Lamichane Total 29778.29

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 48 e from 48 2+510 Devi Gurung 495 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Gobar Gas as per estimate sheet 17543.14

Land Owner Name: Devi Gurung Total 17543.14

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 213

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 49 e from 49 2+510 Nabaraj Adhikari 531 941116 5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Toilet and Gobargas as per estimate sheet 47405.60

Land Owner Name: Nabaraj Adhikari Total 47405.60

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 50 e from 50 6+660 Ladi Gurung 62 940997 3 Sherabazar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Gobargas as per estimate sheet 19297.61

Land Owner Name: Ladi Gurung Total 19297.61

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 51 e from 51 10+120 Gaine Gurung 551 940959 3 Nauthar Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Toilet as per estimate sheet 23333.78

Land Owner Name: Gaine Gurung Total 23333.78

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 52 e from 52 0+850 Santa Bdr Pariyar 336 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 19737.30

Land Owner Name: Santa Bdr Pariyar Total 19737.30

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 214

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 53 e from 53 0+980 Mina Paudel 318 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Masonary Wall(Chautaro) as per estimate sheet 10184.00

Land Owner Name: Mina Paudel Total 10184.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 54 e from 54 1+600 Ram Pd Paudel 649 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 56792.06

Land Owner Name: Ram Pd Paudel Total 56792.06

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 55 e from 55 1+770 Shree Bhakta Regmi 92, 93 941116 3 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Masonary Wall as per estimate sheet 58463.72

Land Owner Name: Shree Bhakta Regmi Total 58463.72

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 56 e from 56 1+740 Suvadra Regmi 98 941116 3 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 19097.33

Land Owner Name: Suvadra Regmi Total 19097.33

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 215

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 57 e from 57 2+205 Man Bdr Khadka 598 941116 3 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 35168.28

Land Owner Name: Man Bdr Khadka Total 35168.28

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 58 e from 58 2+280 Narayan Kubar 530 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Masonary Wall as per estimate sheet 3486.52

Land Owner Name: Total 3486.52

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 59 e from 59 2+320 Tilak Kubar 531 941116 5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Masonary Wall as per estimate sheet 74594.65

Land Owner Name: Tilak Kubar Total 74594.65

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 60 e from 60 2+400 Sovita Kubar 477 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 95552.46

Land Owner Name: Sovita Kubar Total 95552.46

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 216

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 61 e from 61 2+400 Hari Bahadur Khadka 672 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Masonary Wall as per estimate sheet 6064.23

Land Owner Name: Hari Bahadur Khadka Total 6064.23

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 62 e from 62 2+420 Tirtha Raj Adhikari 476 941116 5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Masonary wall as per estimate sheet 25526.50

Land Owner Name: Tirtha Raj Adhikari Total 25526.50 Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 63 e from 63 2+440 Kalpana Kubar 674 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 12057.70

Land Owner Name: Kalpana Kubar Total 12057.70

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 64 e from 64 2+470 Sangita Adhikari 673 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Masonary Wall as per estimate sheet 58392.80

Land Owner Name: Sangita Adhikari Total 58392.80

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 217

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 65 e from 65 2+470 Tola Kumari lamichane 418 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 37680.30

Land Owner Name: Tola Kumari lamichane Total 37680.30

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 66 e from 66 2+480 Devi Sannani suhel 419 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 17416.67

Land Owner Name: Devi Sannani suhel Total 17416.67

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 67 e from 67 2+480 Man Bdr Thapa 617 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry and Brick as per estimate sheet 33261.18

Land Owner Name: Man Bdr Thapa Total 33261.18

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 68 e from 68 2+280 Narayan Kubar 530 941116 4.35 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 13403.42

Land Owner Name: Narayan Kubar Total 13403.42

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 218

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 69 e from 69 2+510 Devi Gurung 495 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 15502.75

Land Owner Name: Devi Gurung Total 15502.75

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 70 e from 70 2+510 Nabaraj Adhikari 531 941116 5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 10137.80

Land Owner Name: Nabaraj Adhikari Total 10137.80

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 71 e from 71 2+530 Man Bahadur Rimal 496 941116 3 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry Wall as per estimate sheet 13636.68

Land Owner Name: Man Bahadur Rimal Total 13636.68

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 72 e from 72 2+540 Sita devi Kubar 664 941116 3 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 20634.45

Land Owner Name: Sita devi Kubar Total 20634.45

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 219

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 73 e from 73 2+580 Parsamsa Kubar 663 941116 3 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 26125.01

Land Owner Name: Gamere Gurung Total 26125.01

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 74 e from 74 2+470 Sangita Adhikari 673 941116 3.8 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall and as per estimate sheet 34974.33

Land Owner Name: Sangita Adhikari Total 34974.33

75 Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks e from 75 2+600 Ramesh Raj Kubar 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall and as per estimate sheet 45988.85

Land Owner Name: Ramesh Raj Kubar Total 45988.85

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 76 e from 76 2+610 Sabitra Kubar 653 941116 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 27318.22

Land Owner Name: Gausari Gurung Total 27318.22

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 220

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 77 e from 77 2+640 Gir bdr Kubar 541 941076 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 49594.45

Land Owner Name: Gir bdr Kubar Total 49594.45

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 78 e from 78 2+660 Pabitra Thapa Kubar 654 941076 4 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall and as per estimate sheet 35385.06

Land Owner Name: Pabitra Thapa Kubar Total 35385.06

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 79 e from 79 2+720 Ganga Kubar 620 941076 5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall and as per estimate sheet 57508.46

Land Owner Name: Ganga Kubar Total 57508.46

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 80 e from 80 2+880 Ram bdr gharti Bhujel 178 941076 5 Archalbot-9 Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 86485.26

Land Owner Name: Ram bdr gharti Bhujel Total 86485.26

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 221

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 81 e from 81 3+890 Bimla Bhujel 3 Shreevanjyang Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 4934.33

Land Owner Name: Bimla Bhujel Total 4934.33

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 82 e from 82 3+900 Nalmaya Bohara 3 Shreevanjyang Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 12685.70

Land Owner Name: Nalmaya Bohara Total 12685.70

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 83 e from 83 8+970 Sher bdr Gurung 469 3 Jetaure Total Area Affected Rate Total Type of ( sqm) Area Storey /sqm Amount Structure (sqm) Dry wall as per estimate sheet 14802.98

Land Owner Name: Sher bdr Gurung Total 14802.98

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 84 e from 84 5+860 Dhan Bdr Shrestha 887 Sheet no 2 Shreevanjyang Affected Rate Total Type of 940997 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 39474.60 as per estimat e sheet

Land Owner Name: Dhan Bdr Shrestha Total 39474.60

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 222

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 85 e from 85 5+900 Laxmi 888 Sheet no 3 Shreevanjyang Affected Rate Total Type of 940997 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 31699.30 as per estimat e sheet

Land Owner Name: Laxmi B.K Total 31699.30

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 86 e from 86 6+010 Bishnu Kumar Shrestha 804 Sheet no 4 Shreevanjyang Affected Rate Total Type of 940997 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 47324.66 as per estimat e sheet

Land Owner Name: Bishnu Kumar Shrestha Total 47324.66

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 87 e from 87 6+030 Indrajit Gurung Sheet no 3 Shreevanjyang Affected Rate Total Type of 940997 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 47698.48 as per estimat e sheet

Land Owner Name: Indrajit Gurung Total 47698.48

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 88 e from 88 6+660 Ladi Gurung 62 Sheet no 3 Sherabazar Affected Rate Total Type of 940997 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 22069.89

Land Owner Name: Ladi Gurung Total 22069.89

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 223

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 89 e from 89 6+680 Ram bdr gurung 77 Sheet no 3 Sherabazar Affected Rate Total Type of 940997 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 12918.96 as per estimate sheet

Land Owner Name: Ram bdr gurung Total 12918.96

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 90 e from 90 6+700 Nalumaya Gurung 1184 Sheet no 2 Sherabazar Affected Rate Total Type of 940997 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 43296.46 as per estimate sheet

Land Owner Name: Nalumaya Gurung Total 43296.46

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 91 e from 91 6+760 Budhmaya(Shyamlal) 696 Sheet no 4 Sherabazar Gurung Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry Wall Total Area 22877.33 as per estimate sheet

Land Owner Name: Budhmaya(Shyamlal) Gurung Total 22877.33

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 92 e from 92 7+500 Palman Magar 81 Sheet no 2 Nauthar Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 6280.05 as per estimate sheet

Land Owner Name: Palman Magar Total 6280.05

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 224

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 93 e from 93 8+100 Subba Gurung 437 Sheet no 3 Nauthar Affected Rate Total Type of 940958 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 12021.81 as per estimate sheet

Land Owner Name: Subba Gurung Total 12021.81

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 94 e from 94 8+600 Kamsi gurung 441 Sheet no 5 Nauthar Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry Wall Total Area 12596.95 as per estimate sheet

Land Owner Name: Kamsi gurung Total 12596.95

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 95 e from 95 8+930 Bamse guruseni 479 Sheet no 4 Jetaure Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Masonary wall Total Area 21065.10 as per estimate sheet

Land Owner Name: Bamse guruseni Total 21065.10

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 96 e from 96 8+945 varat gurung 397 Sheet no 4 Jetaure Affected Rate Total Type of 940958 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 4859.56 as per estimate sheet

Land Owner Name: varat gurung Total 4859.56

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 225

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 97 e from 97 8+952 Shuvi gurung 482 Sheet no 4 Jetaure Affected Rate Total Type of 940958 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 20395.21 as per estimat e sheet

Land Owner Name: Shuvi gurung Total 20395.21

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 98 e from 98 8+970 Sher bdr Gurung 469 Sheet no 3 Jetaure Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 24596.86 as per estimate sheet

Land Owner Name: Sher bdr Gurung Total 24596.86

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 99 e from 99 8+990 Kumar gurung Sheet no 3 Jetaure Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry wall for tap Total Area 3364.31 as per estimate sheet

Land Owner Name: Kumar gurung Total 3364.31

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 100 e from 100 9+470 Kal bahadur gurung Sheet no 3 Nauthar Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 10765.80 as per estimate sheet

Land Owner Name: Kal bahadur gurung Total 10765.80

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 226

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 101 e from 101 9+660 Kamala Ghale Sheet no 3 Nauthar Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 6280.05 as per estimate

Land Owner Name: Kamala Ghale Total 6280.05

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 102 e from 102 9+795 Kamsing Gurung 441 Sheet no 3 Nauthar Affected Rate Total Type of 940959 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 17494.43 as per estimate sheet

Land Owner Name: Kamsing Gurung Total 17494.43

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 103 e from 103 9+795 Sur bahadur gurung 456 Sheet no 4 Nauthar Affected Rate Total Type of 940959 Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 5024.04 as per estimate

Land Owner Name: Sur bahadur gurung Total 5024.04

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 104 e from 104 11+270 Shanata maya Gurung 781 Sheet no 3 Pachok Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 8522.93 as per estimate sheet

Land Owner Name: Shanata maya Gurung Total 8522.93

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 227

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 105 e from 105 11+300 Chattur Bdr 573 Sheet no 3 Pachok Gurung(Gamere) Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry Wall Total Area 10909.34 as per estimate sheet

Land Owner Name: Gameere Gurung Total 10909.34

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 106 e from 106 12+017 Chunu Ghale 467 Sheet no 3 Pachok Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 6728.63 as per estimate sheet

Land Owner Name: Gameere Gurung Total 6728.63

Structure No Chainage House Owner Name Plot no Distance Address Remarks 107 from CL 107 12+160 Him Kumari Public Land Sheet no 4 Pachok gurung(Gausari) VDCoff. Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry Wall Total Area 17071.30 as per estimate

Land Owner Name: Gausari Gurung Total 17071.30

Structure No Chainage House Owner Name Plot no Distanc Address Remarks 108 e from 108 12+440 Teklal Gurung Public Land Sheet no 4 Pachok Affected Rate Total Type of Area Storey /sqm Amount Structure (sqm) Dry wall Total Area 18242.05 as per estimate sheet

Land Owner Name: Teklal Gurung Total 18242.05

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 228

ii. Earthquake Affected Structure Distanc Remarks 1 Structure No Chainage House Owner Name Plot no Sheet no e from Address 109 2+540 Sita devi Kubar 664 941116 3 Archalbot-9 Total Area Affected Rate Total Type of Structure ( sqm) Area Storey /sqm Amount (sqm) EQ affected House Material transporttaion and relocatio cost 111384.29 only

Land Owner Name: Sita devi Kubar Total 111384.29

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 2 e from 110 2+540 Shanti Kubar 532 941116 3 Archalbot-9 Total Area Affected Rate Total Type of Structure ( sqm) Area Storey /sqm Amount (sqm) EQ affected House Material transporttaion and relocatio cost 101706.64 only

Land Owner Name: Shanti Kubar Total 101706.64

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 3 e from 111 5+630 Yeggyenath Ghimere 51 940997 4.2 Shreevanjya n g Total Area Affected Rate Total Type of Structure ( sqm) Area Storey /sqm Amount (sqm) EQ affected CGI Pali Material transporttaion and relocatio cost #REF! only

Land Owner Name: Yeggyenath Ghimere Total #REF!

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 4 e from 112 8+600 Kamsi gurung 441 940958 4.8 Nauthar Total Area Affected Rate Total Type of Structure ( sqm) Area Storey /sqm Amount (sqm) EQ affected CGI Pali Material transporttaion and relocatio cost #REF! only

Land Owner Name: Kamsi gurung Total #REF!

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 229

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 5 e from 113 8+930 Bamse guruseni 479 940958 3.5 Jetaure Total Area Affected Rate Total Type of Structure ( sqm) Area Storey /sqm Amount (sqm) EQ affected House as per estimate sheet 32065.78

Land Owner Name: Bamse guruseni Total 32065.78

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 6 e from 114 12+450 Ram Bdr Ghale #REF 941000 2 Pachok Total Area Affected Rate Total Type of Structure ( sqm) Area Storey /sqm Amount (sqm) EQ affected House as per estimate sheet 67591.86

Land Owner Name: Ram Bdr Ghale Total 67591.86

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 230 iii. Affected structure (Tin Tahara) Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 1 e from 115 2+000 Indra Prasad marahatha 612 941116 4.2 Archalbot-9 Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Goat Cabinet as per estimate sheet 2750.00

Land Owner Name: Indra Prasad marahatha Total 2750.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 2 e from 116 2+060 Ishwori Adhikari 170 941116 4 Archalbot-9 Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount House Pali and as per estimate sheet 7938.47 Cow

Land Owner Name: Ishwori Adhikari Total 7938.47

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 3 e from 117 2+205 Man Bdr Khadka 598 941116 3.3 Archalbot-9 Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Goat Cabinet as per estimate sheet 2750.00

Land Owner Name: Man Bdr Khadka Total 2750.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 4 e from 118 2+480 Man Bdr Thapa 617 941116 3.7 Archalbot-9 Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Goat Cabinet as per estimate sheet 2750.00

Land Owner Name: Man Bdr Thapa Total 2750.00

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 231

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 5 e from 119 2+510 Nabaraj Adhikari 531 941116 4.5 Archalbot-9 Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Goat Cabinet as per estimate sheet 2750.00

Land Owner Name: Nabaraj Adhikari Total 2750.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 6 e from 120 2+860 Som Maya Bhujel 799 941116 3.4 Archalbot-9 Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Tahara CGI as per estimate sheet 25558.83

Land Owner Name: Som Maya Bhujel Total 25558.83

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 7 e from 121 3+570 Joikane Gurung #REF 941116 3.5 Shreevanjyang Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI as per estimate sheet 1487.44 pali

Land Owner Name: Joikane Gurung Total 1487.44 Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 8 e from 122 5+142 Gorey Tamang(Hiralal 470 941116 4.7 Shreevanjyang Shrestha) Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI Tahara as per estimate sheet 7359.79

Land Owner Name: Hiralal Shrestha Total 7359.79

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 232

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 9 e from 123 6+010 Bishnu Kumar Shrestha 804 940997 3.5 Shreevanjyang Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Goat Cabinet as per estimate sheet 2750.00

Land Owner Name: Hiralal Shrestha Total 2750.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 10 e from 124 6+700 Govinda Wagle 71 940997 3.8 Sherabazar

Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI Cabinet as per estimate sheet 8575.82

Land Owner Name: Govinda Wagle Total 8575.82

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 11 e from 125 6+760 Budhmaya(Shyamlal) 696 940997 4.3 Sherabazar Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Goat Cabinet as per estimate sheet 2750.00

Land Owner Name: Budhmaya(Shyamlal) Gurung Total 2750.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 12 126 7+500 Palman Magar #REF 940997 2.4 Nauthar Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount cow theched roof as per estimate sheet 5500.00

Land Owner Name: Palman Magar Total 5500.00

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 233

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 13 e from 127 8+952 Shuvi gurung 482 940958 4 Jetaure Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Goat Cabinet as per estimate sheet 2750.00

Land Owner Name: Shuvi gurung Total 2750.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 14 e from 128 8+960 Vaye Gurung 442 940958 4 Jetaure Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI House Pali as per estimate sheet 2457.42

Land Owner Name: Vaye Gurung Total 2457.42

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 15 e from 129 8+940 Suman gurung #REF #REF! 4.3 Jetaure Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Chicken Khor as per estimate sheet 1100.00

Land Owner Name: Suman gurung Total 1100.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 16 e from 130 9+200 Mangle Guruseni #REF #REF! 4.1 Nauthar Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI House and CGI as per estimate sheet 16105.91 khor

Land Owner Name: Mangle Guruseni Total 16105.91

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 234

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 17 e from 131 9+220 Sher Bdr gurung 155 #REF! 4.2 Nauthar Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI House and as per estimate sheet 17244.09 CGI

Land Owner Name: Sher Bdr gurung Total 17244.09

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 18 e from 132 9+270 Mangalsing Gurung #REF #REF! 4.1 Nauthar Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI Ghumti as per estimate sheet 6374.17

Land Owner Name: Mangalsing Gurung Total 6374.17

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 19 e from 133 9+560 Bhimraj gurung #REF #REF! 2.6 Nauthar Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Cow farm as per estimate sheet 9169.50

Land Owner Name: Bhimraj gurung Total 9169.50

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 20 e from 134 9+660 Jalsupa Gurung #REF #REF! 2.9 Nauthar Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Cow farm as per estimate sheet 5894.13

Land Owner Name: Jalsupa Gurung Total 5894.13

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 235

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 21 e from 135 10+250 Gum Bdr Gurung 420 940959 4.7 Nauthar end Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Chicken Khor as per estimate sheet 2750.00

Land Owner Name: Public Land Total 2750.00

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 22 e from 136 10+700 Aaita sing gurung 435 #REF! 3.5 Pachok Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount House CGI Pali and as per estimate sheet 9260.28 Khor

Land Owner Name: Aaita sing gurung Total 9260.28

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 23 e from 137 10+710 Mani gurung 564 #REF! 3.8 Pachok Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Chicken Khor as per estimate sheet 4818.12

Land Owner Name: Mani gurung Total 4818.12

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 24 e from 138 10+720 Shanta kumari Gurung 804 #REF! 3.2 Pachok Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI Cabinet as per estimate sheet 8235.96

Land Owner Name: Shanta kumari Gurung Total 8235.96

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 236

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 25 e from 139 11+690 Aaitemaya Gurung(Maikhu) 468 #REF! 3 Pachok Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Chiken Khor and as per estimate sheet 13655.49 CGI

Land Owner Name: Maikhu Gurung Total 13655.49

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 26 e from 140 11+690 Yupeni gurung(Amar gurung) 467 #REF! 2.6 Pachok Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI cabinet as per estimate sheet 11469.59

Land Owner Name: Amar Gurung Total 11469.59

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 27 e from 141 12+080 Kharjung Gurung 479 #REF! 4.7 Pachok Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI Cow farm as per estimate sheet 4690.75

Land Owner Name: Kharjung Gurung Total 4690.75

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 28 e from 142 12+120 Ram Bdr Gurung(Gausari) #REF #REF! 4.1 Pachok Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount CGI Cabinet and as per estimate sheet 12910.15 CGI

Land Owner Name: Gausari Gurung Total 12910.15

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 237

Structure No Chainage House Owner Name Plot no Sheet no Distanc Address Remarks 29 e from 143 12+500 Shuv Raj gurung 979 950961 2 Pachok Type of Structure Total Area Affected Storey Rate Total ( sqm) Area (sqm) /sqm Amount Chiken farm as per estimate sheet 11000.00

Land Owner Name: Gausari Gurung Total 11000.00

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 238

c. Public Structure

Structure House Owner Distance from No Chainage Name Plot no Sheet no CL Address Remarks 1

1 1+540 Public Strcuture 4 Archalbot Type of Total Affected Area Structure Area ( (sqm) Storey Rate /sqm Total Amount sqm) Tap Stand as per estimate sheet 19784.98

Land Owner Public Strcuture Total 19784.98

Structure Chainage House Owner Plot no Sheet no Distance from Address Remarks 2 No Name CL 2 1+980 Public Structure 3 Archalbot

Type of Total Affected Area Structure Area ( (sqm) Storey Rate /sqm Total Amount sqm) Krishna Mand as per estimate sheet 111790.04

Land Owner Public Structure Total 111790.04

Structure Chainage House Owner Plot no Sheet no Distance from Address Remarks 3 No Name CL 3 2+307 Public Strcuture 4 Archalbot

Type of Total Affected Area Structure Area ( (sqm) Storey Rate /sqm Total Amount sqm) Tap Stand as per estimate sheet 19784.98

Land Owner Public Strcuture Total 19784.98

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub- project, Lamjung Page 239

Structure Chainage House Owner Plot no Sheet no Distance from Address Remarks 7 No Name CL 7 5+540 Public Strcuture 3.6 Shreevanjy ang Type of Total Affected Area Structure Area ( (sqm) Storey Rate /sqm Total Amount sqm) Chautaro as per estimate sheet 9839.80

Land Owner Public Strcuture Total 9839.80

Structure Chainage House Owner Plot no Sheet no Distance from Address Remarks 8 No Name CL 8 5+700 Public Strcuture 3.5 Shreevanjy ang Type of Total Affected Area Structure Area ( (sqm) Storey Rate /sqm Total Amount sqm) Irrigation Can as per estimate sheet 289351.60

Land Owner Public Strcuture Total 289351.60

Structure Chainage House Owner Plot no Sheet no Distance from Address Remarks 9 No Name CL 9 12+450 Public Structure 1.9 Pachok

Type of Total Affected Area Structure Area ( (sqm) Storey Rate /sqm Total Amount sqm)

Pachok as per estimate sheet 397780.63 Health Post and Dry wall

Land Owner Public Structure Total 397780.63

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 241

Appendix XVI: Photographs

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 242

Photo 2: Existing road in Belghari Photo 1: Public consultation in Khalta Gaun

Photo 3: Earthquake affected area Photo 4: landslide prone area

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 243

Photo 5: Agricultural land along the road Photo 6: Existing culvert system along road corridor corridor

Photo 7: Vegetation above the road Photo 8: Affected agricultural land due to existing road

IEE of Belghari – Archalbot – Lamabagar –Serabazaar – Lituere – Pachok Road Rehabilitation and Reconstruction Sub-project, Lamjung Page 244