tender sealed quatation gulmi exchange - nepal...

Tamghas Exchange Area UG Network (Ducting/Trenching/MH/HH/Cab base)

1

v08 ! M b/efpkqsf] ;"rgf

g]kfn ]̂lnsd g]kfn bÒ/;+rf/ s+kgL lnld^]*

klZrdf~rn If]qLo lgb]{zgfno, e}/xjf

lgdf{)f sfo{;DalGw lznaGbL b/efpkq cfx\\jfgsf] ;Òrgf

-k|yd k^s k|sflzt ldtL-2071.01.03_

o; lgb]{zgfno cGtu{t tklzn बमोिजमका lgdf{)fsfo{ह� lznaGbL b/efpkq dfkm{t u/fpgÚ kg]{ ePsf]n] g]kfn ;/sf/af^ O{hfht k|fKt of]Uo O{R%Ús g]kfnL lgdf{)f Joj;foLx?af^ lgDg zt{x?sf अ�त�र�त b/efpkq फारममा उले खत

शत�ह�को clwgdf /xL l/tkÚj{ssf] lznaGbL b/efpkq k]z ug{ ;DalGwt ;a}sf] hfgsf/Lsf nflu of] ;'rgf k|sflzt ul/Psf] % . zt{x?: 1= b/efpkq kmf/d ?. 300.00 (kl% lkmtf{ gxÚg] u/L) aÚemfO{ lnlvt kq jf lga]bgsf] ;fydf O{hfht k|df)f kq, kmd{

btf{ k|df)f kq, d'No clej[l$s/ btf{ k|df)f kq, 2069.70 sf] s/ lt/]sf] k|df)fkqsf] k|ltlnlkx? अ�नबाय� k]z u/L g]kfn ^]lnsd,k=If]=gL= e}/xjfaf^ of] ;'rgf k|yd k^s k|sflzt ldltaf^ 15 cf}+ lbg;Dd vl/b ul/ 16 cf}+ lbgsf] 12:00 ah] ;Dddf g]kfn ^]lnsd,k=If]=gL= e}/xjf df btf{ u/fO{ ;SgÚ kg]{% .

2= E-Submission sf] nfuL sDkgLsf] Website http://eproc.ntc.net.np dfkm{t e-bidding k|lqmofaf^ btf{ ug{ ;lsg] % . E-submission ug]{ b/efpkqbftfx?n] b/efpkq vf]lnPsf] 7 (;ft) lbgleq ;Ssn sfuhftx? o; k=If]=lg= e}/xjfdf clgafo{ k]z ugÚ{kg]{ % .

3. b/efpkq kmf/d btf{ ubf{ vfd aflx/ "स�बि�धत sfo{{sf] b/efpkq" egL :k�ट pNn]v ug{Ú{ kg]{% .Ps k^s k]z ePsf] lznaGbL b/efpkq lkmtf{ jf ;+zf]wg ug{ ;lsg] %}g .

4=b/efpkq k]z ubf{ b/efpkq;fy tklzndf pNn] खt w/f}^L /sd o; lgb]{zgfnosf] g]lan a}s ln=,e}/xjf zfvfdf /x]sf] w/f}^L vftf g+= 1306013000601 df hDdf u/]sf] ;Ssn a}+s ef}r/ jf ;f]lx /sd a/fa/sf] g]kfn /fi^« a}+saf^ :jLs[tL k|fKt æsÆ au{sf] afl)fHo a}+saf^ slDtdf 180 lbgsf] Dofb;lxt hf/L a}s hdfgL kq (Bid Bond) clgafo{ ?kdf ;+nUg x"g" kg]{% .

5. b/efpkqदाताले b/efpkqdf ईकाई दररेट �प�ट अंक र अ�र (मू.अ. कर बाहेकको) दबुैमा pNn]v uर� सह� छाप गनु� kg]{% . c+s / cIf/df km/s ePdf cIf/nfO{ dfGotf lbO{g]% .

6= b/efpkq dfGo cjwL 45 lbgsf] xÚg] % . 7= b/efpkq vl/b ug]{, bf खnf ug]{ clGtd lbg labf kg{ uPdf To;sf] nuQ} sfof{no v"n]sf] lbgdf qmdzM b/efpkq

v/Lb ug{ / bf खnf ug{ ;lsg]% . 8=Dofbleq btf{ ePsf b/efpkqx? clGtd lbgsf] 2:00 ah] b/efpkq btf{ ePs} sfof{nodf pkl:yt ePsf

b/efpkqbftf jf lghsf k|ltlglwx?sf] /f]xj/df vf]�लg]% . sÚg} jf ;a} b/efpkqbftfx? jf lghsf] k|ltlglw pkl:yt gePdf klg b/efpkq vf]Ng afwf kÚUg] %}g .

9= Ps kmd{sf] gfddf vl/b u/]sf] b/efpkq kmf/fd csf]{ kmd{sf] gfdaf^ bf खnf ug{ kfO{g] %}g . 10= sDklgsf] lxtdf s"g}klg b/efpkq :jLs[t ug]{, c+flzs :jLs[t ug]{ jf gug]{ ;jf{lwsf/ o; lgb]{zgfnodf ;Ú/lIft

/xg]% . तklzn

l;=g+ lgdf{)f sfo{sf] gfd :yfg

n=O{= -d'=c=s/ afx]s_

w/f}^L /sd 2=50%

&]Ssf ;+s]t

1= डि�ट�ग/!ेि"च�ग/$यानहोल/%या&ड

होल/ �या'बनेटबेश तथा स$बि"धत

sfo{।

तघास PS;r]Gh ए�रया

(गु�मी) ?= 15,20,048/07 ?=38,500.0

0

NTC WRD civil 14/070-71

NEPAL TELECOM (Nepal Doorsanchar Company Limited)

Western Regional Directorate Bhairahawa, Rupandehi

SEALED QUOTATION DOCUMENT

For

The Construction of

Handhole/Cabinet base &

Trenching/Ducting Works Related to U/G Local Cable Network

(Contract No: - NTC WRD Civil /14/070-071)

At

Tamghas, Gulmi (Tamghas Exchange Area)

�ये�ठ – 2071

�नमा�ण काय� सब�धी दरभाउप�

(Bidding Document for Construction Work )

नेपाल टे�लकम

g]kfn b"/;~rf/ sDkgL lnld6]8 Western Regional Directorate, Civil Section, Bhairahawa.

ljifo ;"rL v08 ! M b/efpkq cfAxfgsf] ;"rgf

v08 @ M b/efpkq bftfnfO{ lgb]{zg

v08 # M b/efpkq kmf/fd, of]Uotfsf] hfgsf/L, :jLs[t kq, ;Demf}tf tyf k/Llzi6

v08 $ M ;fwf/0f zt{x?

v08 % M hdfgt kmf/fdx?

v08 6 M �पे�श�फकेशन

v08 7 M BOQ

v08 8 M Drawings

Tamghas Exchange Area UG Network (Ducting/Trenching/MH/HH/Cab base)

1

v08 ! M b/efpkqsf] ;"rgf

g]kfn ]̂lnsd g]kfn bÒ/;+rf/ s+kgL lnld^]*

klZrdf~rn If]qLo lgb]{zgfno, e}/xjf

lgdf{)f sfo{;DalGw lznaGbL b/efpkq cfx\\jfgsf] ;Òrgf

-k|yd k^s k|sflzt ldtL-2071.01.03_

o; lgb]{zgfno cGtu{t tklzn बमोिजमका lgdf{)fsfo{ह� lznaGbL b/efpkq dfkm{t u/fpgÚ kg]{ ePsf]n] g]kfn ;/sf/af^ O{hfht k|fKt of]Uo O{R%Ús g]kfnL lgdf{)f Joj;foLx?af^ lgDg zt{x?sf अ�त�र�त b/efpkq फारममा उले खत

शत�ह�को clwgdf /xL l/tkÚj{ssf] lznaGbL b/efpkq k]z ug{ ;DalGwt ;a}sf] hfgsf/Lsf nflu of] ;'rgf k|sflzt ul/Psf] % . zt{x?: 1= b/efpkq kmf/d ?. 300.00 (kl% lkmtf{ gxÚg] u/L) aÚemfO{ lnlvt kq jf lga]bgsf] ;fydf O{hfht k|df)f kq, kmd{

btf{ k|df)f kq, d'No clej[l$s/ btf{ k|df)f kq, 2069.70 sf] s/ lt/]sf] k|df)fkqsf] k|ltlnlkx? अ�नबाय� k]z u/L g]kfn ^]lnsd,k=If]=gL= e}/xjfaf^ of] ;'rgf k|yd k^s k|sflzt ldltaf^ 15 cf}+ lbg;Dd vl/b ul/ 16 cf}+ lbgsf] 12:00 ah] ;Dddf g]kfn ^]lnsd,k=If]=gL= e}/xjf df btf{ u/fO{ ;SgÚ kg]{% .

2= E-Submission sf] nfuL sDkgLsf] Website http://eproc.ntc.net.np dfkm{t e-bidding k|lqmofaf^ btf{ ug{ ;lsg] % . E-submission ug]{ b/efpkqbftfx?n] b/efpkq vf]lnPsf] 7 (;ft) lbgleq ;Ssn sfuhftx? o; k=If]=lg= e}/xjfdf clgafo{ k]z ugÚ{kg]{ % .

3. b/efpkq kmf/d btf{ ubf{ vfd aflx/ "स�बि�धत sfo{{sf] b/efpkq" egL :k�ट pNn]v ug{Ú{ kg]{% .Ps k^s k]z ePsf] lznaGbL b/efpkq lkmtf{ jf ;+zf]wg ug{ ;lsg] %}g .

4=b/efpkq k]z ubf{ b/efpkq;fy tklzndf pNn] खt w/f}^L /sd o; lgb]{zgfnosf] g]lan a}s ln=,e}/xjf zfvfdf /x]sf] w/f}^L vftf g+= 1306013000601 df hDdf u/]sf] ;Ssn a}+s ef}r/ jf ;f]lx /sd a/fa/sf] g]kfn /fi^« a}+saf^ :jLs[tL k|fKt æsÆ au{sf] afl)fHo a}+saf^ slDtdf 180 lbgsf] Dofb;lxt hf/L a}s hdfgL kq (Bid Bond) clgafo{ ?kdf ;+nUg x"g" kg]{% .

5. b/efpkqदाताले b/efpkqdf ईकाई दररेट �प�ट अंक र अ�र (मू.अ. कर बाहेकको) दबुैमा pNn]v uर� सह� छाप गनु� kg]{% . c+s / cIf/df km/s ePdf cIf/nfO{ dfGotf lbO{g]% .

6= b/efpkq dfGo cjwL 45 lbgsf] xÚg] % . 7= b/efpkq vl/b ug]{, bf खnf ug]{ clGtd lbg labf kg{ uPdf To;sf] nuQ} sfof{no v"n]sf] lbgdf qmdzM b/efpkq

v/Lb ug{ / bf खnf ug{ ;lsg]% . 8=Dofbleq btf{ ePsf b/efpkqx? clGtd lbgsf] 2:00 ah] b/efpkq btf{ ePs} sfof{nodf pkl:yt ePsf

b/efpkqbftf jf lghsf k|ltlglwx?sf] /f]xj/df vf]�लg]% . sÚg} jf ;a} b/efpkqbftfx? jf lghsf] k|ltlglw pkl:yt gePdf klg b/efpkq vf]Ng afwf kÚUg] %}g .

9= Ps kmd{sf] gfddf vl/b u/]sf] b/efpkq kmf/fd csf]{ kmd{sf] gfdaf^ bf खnf ug{ kfO{g] %}g . 10= sDklgsf] lxtdf s"g}klg b/efpkq :jLs[t ug]{, c+flzs :jLs[t ug]{ jf gug]{ ;jf{lwsf/ o; lgb]{zgfnodf ;Ú/lIft

/xg]% . तklzn

l;=g+

lgdf{)f sfo{sf] gfd :yfg n=O{= -d'=c=s/

afx]s_ w/f}^L /sd 2=50%

&]Ssf ;+s]t

1= डि�ट�ग/!ेि"च�ग/$यानहोल/%या&ड

होल/ �या'बनेटबेश तथा स$बि"धत

sfo{।

तघास PS;r]Gh ए�रया

(गु�मी) ?= 15,20,048/07 ?=38,500.0

0

NTC WRD civil 14/070-71

Sealed Quotation Doc. NTC WRD Civil/14/070/71 Tamghas Exchange Area UG Network (Ducting/Trenching/MH/HH/Cab base)

2

v08 @ M b/efpkq bftfnfO{ lgb]{zg

b/efpkq bftfnfO{ lgb]{zg

!= sfoIf]q (Scope) M o; k'l:tsfdf ;+nUg -gS;f_ :k]lzlkms]zg -Specification_ / kl/df0fsf] sfo{ ug{sf] nfuL b/efpkq cfAxfg ul/G5 . b/efpkq bftfn] b/efpkq tYofÍdf pNn]lvt lgdf{0f sfo{ ;DkGg ug'{kg]{5 .

@= of]Uo b/efpkq bftf M b/efpkq tYofÍdf pNn]lvt of]Uotf k'u]sf Ohfht k|fKt ;+efljt b/efpkq bftf x'g] 5g\ .

#= Ps b/efpkq Ps b/efpkqbftf

M k|To]s b/efpkq bftfn] Pp6f dfq b/efpkq bflvnf ug'{kg]{5 . Ps eGbf a9L b/efpkq k]z u/]df ;f] b/efpkq bftf ;xefuL ePsf] ;j} b/efpkq /2 x'g]5g\ .

$= b/efpkqbftfsf] of]Uotf M ;a} b/efpkq bftfx?n] of]Uotf ;DalGw hfgsf/L v08 # -tLg_ df ;dfj]z ug'{kg]{5 . 7]Ssf kfpgsf] nflu of]Uo aGgsf] lgldQ b/efpkq bftfx? ;+u Bid Data df pNn]v eP adf]lhd lgDgfg';f/ sf] of]Uotf x'g'kg]{ 5 cGoyf To:tf pk/f]Qm b/efpkqx? dfGo -Qualify_ x'g] 5}g .

-s_ b/efpkq tYofÍ kmf/fddf pNn]lvt sfo{ cg'ejsf] sfuhft .

-v_ b/efpkq tYofÍ kmf/fddf pNn]lvt rfn' k"lh jfkt b]lvg] k|df0f jf ;f] /sd a/fa/sf] C0f lng] ;Sg] Ifdtf v'n]sf] g]kfn /fi6« a}+s af6 :jLs[lt k|fKt a}+ssf] sfuhft -s]|l86 nfO{g_ .

-u_ b/efpkq tYofÍ kmf/fddf pNn]lvt oGqx?÷pks/0fx? rfn' xfntdf /x]sf] k|df0f d]sflgsn O{lGhlgo/ jf sfg'g adf]lhd btf{ ePsf] js{;k af6 k|dfl0ft ePsf] x'g'kg]{ 5 . /fd|f] rfn' cj:yfdf /x]sf] pks/0fx?nfO{ dfGotf lbOg] 5 . sfof{non] cfjZos b]v]df tL pks/0fx?sf] hFfra'em ug{ ;Sg]5 . oGqx?÷pks/0fx? sf] :jfldTj ;DalGw sfuhft x? sf] k|dfl0ft k|ltlnlk k]z ug'{ kg]{5 .

-3_ k|fljlws hgzlQm tkm{ b/efpkq tYofÍ kmf/fddf pNn]lvt z}lIfs of]Uotf v'n]sf] k|df0fkq, cg'ej tyf lgh k|flalws b/efpkq bftfsf] clkm;df sfo{ ug]{ ePsf] jf lghaf6 o; sfo{sf] nflu k|flalws hgzlQmsf] ?kdf sfo{ ug]{ :jLsf/f]lQm ;lxt ;lx5fk u/]sf] x'g' kg]{5 . k|flalwssf] ;l6{lkms]6 sf] k|dfl0ft k|ltlnlk k]z ug'{ kg]{5 .

-ª_ b/efpkq tYofÍ kmf/fddf pNn]lvt cf};t jflif{s 6g{cf]e/ (Average Annual Turnover), Financial Bid Capacity tyf Cash flow b]lvg] Audited balance Sheet sf] k|dfl0ft k|ltlnlk .

%= b/efpkq sf] vr{ M b/efpkq tof/ ug{ tyf k]z ug{ nfu]sf] vr{ b/efpkq bftf :jo+n]g} Joxf]g'{ kg]{5 . lgo'QmLstf{ s'g} klg xfntdf of] vr{sf] nflu lhDd]jf/ x'g] 5}g .

^= sfo{ :yn lg/LIf0f M b/efpkqbftfn] b/efpkq tof/ ug{ jf b/efpkqdf efulngsf nflu cfjZos hfgsf/L lng sfo{:ynsf] lg/LIf0f cfˆg} vr{ tyf lhDd]jf/Ldf ug'{ kg]{5 .

&= b/efpkq k'l:tsf;fy ;+nUg sfuhftx?

M b/efpkq k'l:tsfdf tn pNn]lvt sfuhkqx? ;+nUg /xg]5g\ / o;nfO b/efpkqsf] cleGg c+u dflgg]5 .

!= b/efpkq cfAXjfgsf] ;"rgf @= b/efpkq bftfnfO{ lgb]{zg #= b/efpkq tYof+s $= b/efpkq, kmf/fd / of]Uotfsf] ;"rgf %= ;Demf}tf / kl/lzi6


3

^= 7]Ssfsf] ;fwf/0f zt{x? &= 7]Ssfsf] ljz]if zt{x? *= hdfgt kmf/fdx? M b/efpkqdf efu lngsf] nfuL, sfo{ ;Dkfbg ug{sf nfuL tyf

clu|d e'QmfgLsf] nfuL (= l:k]lzlkms]zg (Specification) !)= gS;f -8OË_ !!= d"No c+lst kl/df0f ;"rL (BOQ)

*= b/efpkq k'l:tsfsf] af/]df :kli6s/0f

M ;+efAo b/efpkqbftfn] b/efpkq k'l:tsf af/] k|l:6s/0f jf AofVof rfx]df lnlvt ?kdf cg'/f]w ug'{kg]{5 / lgo'tmLstf{n] o:sf] hjfkm lbg'kg]{5 . o;/L lbPsf] hjfkmsf] hfgsf/L >f]tsf] pNn]v gul/sg b/efpkq k'l:tsf vl/b ug]{ ;j}nfO{ pknAw u/fpg' kg]{5 .

(= b/efpkqsf] efiff M b/efpkq ;DaGwL ;Dk"0f{ sfuhkqx? g]kfnL / c+u|]hL efiffdf x'g]5 .

!)= b/efpkq;+u ;+nUg sfuhkqx?

M b/efpkq bftfn] k]zug]{ b/efpkq;fy lgDg sfuh kqx? ;+nUg x'g' kg]{ 5 . -s_ b/efpkq kmf/fd tyf of]Uotf ;DalGw sfuhftx? -v_ b/efpkq hdfgt -u_ d"No c+sLt kl/df0f ;"rL -3_ b/—efpsf] ljZn]if0f -olb sfof{nonfO{ rflxPdf_

!!= b/efpkq d"No M 7]Ssf, b/efpkq bftfn] k]z u/]sf] k'/f sfdsf] nflu d"No c+sLt kl/df0f ;"rLdf cfwf/Lt x'g]5 . b/efpkq bftfn] ;j} cfO6d (Item) sf] b/ g]kfnL ?k}ofFdf eg'{kg]{5 . s'g} klg cfO6dsf] nflu b/ pNn]v gu/] jf æ)Æ z"Go c+s /fv]df pQm b/efpkq pk/ s'g} sf/jfxL ul/g] 5}g . b/efpkqdf pNn]lvt sfo{ ug{sf] nflu cfjZos lah'nL, kfgL, ;+rf/ pks/0f -cfjZos ePdf_ 7]s]bf/ :jod\n] g} Joa:yf ug'{ kg]{5 .

7]s]bf/n] ltg'{ kg]{ ;j} s/x? / cGo z'Ns b/ efpdf ;dfj]z ul/ To;} cg';f/ b/efpkqsf] d"No lgsfn]sf] dflgg] 5 .

!@= b/efpkqsf] dfGotf M b/efpkq tYofÍ ;"rLdf (Bid Data) pNn]v ePsf] cjlw ;Ddsf] nflu b/efpkq dfGo x'g]5 . s+kgLn] cfjZos 7fg]df b/efpkqnfO yk cjlw klg dfGo x'g' kg]{5 .

!#= b/efpkq hdfgt M b/efpkq tYofÍ ;"rLdf pNn]v ePsf] /sd a/fa/sf] hdfgt b/efpkqbftfn] b/efpkq ;fy k]z ug'{ kg]{5 . b/efpkqbftfn] b/efpkq jfktsf] /sd hDdf ubf{ sfof{nonfO{ dfGo x'g] a}+s jf6 hf/L ul/Psf] a}+s Uof/]l06 jf sfof{non] tf]s]sf] a}+ssf] w/f}6L vftfdf /sd hDdf u/]sf] ef}r/ k]z ug'{ kg]{ 5 .

!$= kmf/fd / b/efpkqdf x:tfIf/

M b/efpkq 6fOk u/]sf] jf gd]l6g] d;Ln] n]lvPsf] x'g' kg]{5 / clwsf/ k|fKt Aoltmåf/f ;lx5fk ePsf] x'g' kg]{5 . b/efpkqsf] x/]s kfgfsf cltl/Qm s'g} yk36 jf ;RofO{Psf] 7fpdf klg pQm AoStLaf6} ;lx5fk u/LPsf] x'g'kg]{5 .

!%= b/efpkq lznjGbL / ;+s]t ug]{

M b/efpkqbftfn] b/efpkqnfO{ vfddf /fvL jflx/L vfddf nfxf5fk nufpg' kg]{5 . vfdsf] jflx/ b/efpkq tYofÍ ;"rLdf pNn]v eP adf]lhd 7]Ssfsf] gfd tyf gDj/ / b/efpkq dfu ug]{ sfof{nosf] gfd / 7]ufgf n]Vg'kg]{5 . b/efpkqsf] vfd aflx/ k|i6;+u b]lvg] u/L b/efpkq bftfsf] gfd / 7]ufgf klg n]Vg' kg]{5 .

!^= b/efpkq bflvnf ug]{ clGtd ;do

M b/efpkq bfvLnf b/efpkq tYofÍ ;"rLdf pNn]vLt ldlt / :yfgdf b/efpkq ;"rgf pNn]lvt 7]ufgfdf bflvnf ug'{kg]{5 . Ps k6s bflvn ePsf] b/efpkq lkmtf{ lng lbg x'b}g .

!&= b/efpkqdf sfo{jfxL gx'g] M Dofb gf3L cfPsf] b/efpkq pk/ s'g} sfo{jfxL ul/g] 5}g . o; b/efpkqdf pNn]v ePsf] xsdf ;f]xL cg';f/ / pNn]v gePsf] xsdf b]xfo adf]lhdsf] /Lt gk'u]sf] b/efpkq pk/ s'g} sfo{jfxL ul/g] 5}g . -s_ ;DalGwt sfof{noaf6 lals| ePsf] b/efpkq kmf/d e/L gcfPsf] b/efpkq. -v_ l;naGbL eO{ gcfPsf] . -u_ b/efpkq ;DalGw sfuhftdf b/efpkq bftf jf lghsf] clwsf/ k|fKt k|ltlglwsf]

;lx5fk eO{ gcfPsf] .


4

-3_ Dofb leq bflvnf x'g gcfPsf] . -ª_ b/efpkq cfAxfgsf] ;"rgfdf pNNf]lvt lsl;d, ;dofalw / /sdsf] hdfgt ;fy

gePsf] . -r_ ;+o'Qm pBd - HjfOG6 e]Gr/_ df sfd ug]{ 7]s]bf/n] ;+o'Qm nufgL ;DalGw ;+emf}tfsf]

k|dfl0ft k|ltlnkL k]z gu/]sf] . -5_ b/ laZn]Z0f ug]{ egL b/efpkqsf] ;"rgfdf tf]lsPsf] eP ;f] adf]lhd k]z gePsf] . -h_ lgdf{0f sfo{sf] lan ckm SjflG66Lsf] k|To]s cfO6dx?sf] b//]6 e/L gcfPsf] . -em_ b/efpkq cfAxfgsf] ;"rgdf tf]lsPsf] cGo ;t{x? k"/f gu/]sf] .

!*= b/efpkq vf]Ng] M b/efpkq -tYofÍ-;"rLdf pNn]v ePsf] :yfg ldlt / ;dodf s'g} jf ;a} b/efpkqbftf jf lghsf] k|ltlglwsf] /f]xj/df b/efpkqx? vf]lng] 5 . pQm ;dodf b/efpkqbftf jf lghsf] k|ltlglw pkl:yt gePdf klg b/efpkqx? vf]lng] 5 . b/efpkq vf]nL;s] kl5 lgo'ltmstf{n] b/efpkq bftfsf] gfd, lghn] sjf]n u/]sf] /sd, of]Uotf ;DalGw ljj/0fsf] sfuhftx?, hdfgt /sd eP gePsf] / kof{Kt eP gePsf] lgo'ltmstf{n] plrt 7x/fPsf] cGo s'g} hfgsf/L k9]/ ;'gfpg] 5 . sDkgLn] b/efpkq vf]n]sf] clen]v tof/ ul/g]5 .

!(= b/efpkqsf] d'Nof+sg tyf t'ngf

M sDkgLn]] b/efpkq k'l:tsfdf pNn]lvt ;j} zt{x? k'/f u/]sf b/efpkqx?sf] dfq d'Nof+sg tyf t'ngf ul/g]5 . b/efpkqsf] d"Nof+sg ubf{ sDkgLn] k|To]s b/efpkqsf] d"No 7x/ ug{ To:df ePsf uNtL / dfGg ;lsg] km]/ abn yk36 nfO{ klg ljrf/ k'¥ofO{ d'Nof+lst b/efpkq /sd sfod ug]{5 .

@)= ckgfPsf] k|lqmof uf]Ko /xg]

M b/efpkqx?sf] hfFr, :kli6s/0f, d"Nof+sg, t'ngfTds k|lqmof / l;kmfl/;x? ha ;Dd ;kmn b/efpkqbftfn] sfd kfpFb}g ta;Dd uf]Ko /fvL s'g}{ hfgsf/L lbOg] 5}g . olb s'g} b/efpkqbftfn] b/efpkq d"Nof+sg ug]{ sfof{nonfO{ gfhfoh bjfj / k|efjkf/L sfd lbg] lg0f{o nfO{ abn]/ sfd lng vf]h]df lghsf] b/efpkq /2 x'g] 5 .

@!= 7]Ssf k|bfg M sDkgLn] b/efpkqsf zt{x? cg'?k /Ltk"j{s kg{cfPsf b/efpkqx? dWo] ;aeGbf sd /sd sjf]n ug]{ b/efpkqbftfsf] /sd :jLs[t u/L lghnfO{ 7]Ssf k|bfg ug{]]5 .

@@= b/efpkq :jLs[t ug]{ jf gug]{ clwsf/ sfof{nosf]

M s'g} b/efpkq bftfsf] b/efpkq :jLs[t ug]{, jf gug]{ b/efpkqsf] ;a} k|lqmof jf ;a} b/efpkqx? 7]Ssf k|bfg ug'{ clw /2 ug]{ ;d]t ;Dk"0f{ clwsf/ sfof{nodf /xg] 5 . b/efpkq c:jLs[t jf /2 ePsf] sf/0fjf6 s'g} klg b/efpkq bftfnfO{ kg{ uPsf] xfgL, gf]S;fgL jf k|efjsf] lhDd]jf/ sfof{no x'g]5}g . c:jLs[t ug]{ jf 7]Ssf k|bfg ug'{ cufj} s'g} sf/0f ghgfO{ jf To:af6 k|efljt b/efpkqbftfsf] lhDd]jf/L glnO{ b/efpkq k|lqmofnfO{ c:jLs[t ug]{ ;Dk"0f{ clwsf/ sDkgLdf lglxt /xg]5 .

@#= 7]Ssf k|bfgsf] ;"rgf ug]{ / ;Demf}tfdf x:tfIf/ ug]{

M b/efpkq dfGo x'g] clGtd ;do cufj} sDkgLn] :jLs[t ePsf] b/efpkqbftfnfO{ ;"lrt ug]{5 . :jLs[t kqdf 7]Ssfsf] /sd pNn]v ePsf] x'g]5 .

b/efpkq :jLs[t ePsf] ;"rgf kfP kl5 To:tf] ;"rgf kfpg] b/efpkqbftfn] af6f]sf] Dofb afx]s & -;ft_ lbg leq ;+emf}tf ug{ cfpg' kg]{5 . Dofb leq pkl:yt gePdf jf 7]Ssf ;+emf}tfug{ d+h'/ gu/]df b/efpkq ;fy k]z u/]sf] hdfgt jfktsf] /sd hkmt ul/g]5 .

@$= sfo{ ;Dkfbg hdfgt M 7]Ssf :jLs[t ePsf] ;"rgf kfPsf] & -;ft_ lbg leq b/efpkqbftfn] kl/lzi6 (Appendix) df pNn]lvt /sd j/fj/sf] sfo{ ;Dkfbg hdfgt (Performance Security) 7]Ssf k|bfg ug]{ sfof{nodf k]z ug'{ kg]{ 5 .


5

b/efpkq tYofÍ ljj/0f (Bid Data)

of] b/efpkq tYofÍ kmf/fd 7]Ssfsf] c+u dflgg] 5}g

cfO6d (Item) bkmf ljj/0f

sfo{sf] ljj/0f ! Handhole,Cabinetbase & Trenching/Ducting works Related to U/G Local Cable Network at Tamghas Exchange Area

of]Uo b/efpkq bftf @ g]kfn ;/sf/sf] ;DalGwt lgsfoaf6 lgdf{0f sfo{sf] :jLs[tL k|fKt kmd{x?

b/efpkqsf] d'No ?=300.00

ut ;ft jif{df ul/Psf] cf};t sf/f]jf/sf] Go'gtd cfjZostf (minimum requirement)

$-s_ cfa:os gePsf]

rfn' k"hL jf C0f lng ;Sg] Ifdtf v'n]sf] sfuhft -Credit line_

$-v_ cfa:os gePsf]

pks/0f÷oGqsf] Go"gtd cfjZostf $-u_ cfa:os gePsf]

k|fljlws hgzlQmsf]] Go"gtd cfjZostf $-3_ cfa:os gePsf]

ut ;ft jif{df ul/Psf] sf/f]jf/sf] cf};t jflif{s 6g{cf]e/ (average annual turnover)

$-ª_ cfa:os gePsf]

b/efpkq k'l:tsfsf] :kli6s/0f cg'/f]w ug]{ * b/efpkq vf]Ng] lbg eGbf & lbg klxn]

b/efpkqsf] efiff ( g]kfnL jf c+u|]hL

k|fyldstfsf] cfwf/df b/efpkq ;+nUg sfuhkqx?

-s_ b/efpkq kmf/fd / of]Uotf ;DalGw ljj/0f

-v_ b/efpkq hdfgt

-u_ d"No c+lst kl/df0f ;"rL

-3_ b/ /]6 ljZn]if0f -sfof{non] rfx]df dfq}_

ladf ;DalGw Joa:yf cfa:os gePsf]

b/efpkqsf] ;dofjlw !@ 45 lbg

b/efpkq hdfgt !# /sd ?= 38,500.00

sfof{nosf] a}+s vftf g++ !# gaLn a}+s, e}/xjfdf df /x]sf] w/f}^L vftf g+= 1306013000601

sfof{nosf] 7]ufgf !% k=If]=gL=, e}/xjf

b/efpkq bflvnsf] clGtd Dofb tyf 7]ufgf !^ ;'rgfdf k|sflzt ePcgÚ;f/ .

b/efpkq vf]lng] ldlt !* ;'rgfdf k|sflzt ePcgÚ;f/ .


6

v08 # M b/efpkq kmf/fd, of]Uotfsf] hfgsf/L, :jLs[t kq, ;Demf}tf tyf k/Llzi6

b/efp kmf/fd d ÷ xfdLn] of] b/efpkq / o:sf] k/Llzi6df /fvLPsf] tklzndf pNn]lvt b:tfj]hx? ;d]t /fd|/L k9]/ ;dl:6ut b/efpkq cWoog u¥of}+ / b/efpkqdf elgPsf] h:tf] sfd ?= ========================== -c+sdf_ ============================================================= -cIf/]kL_ cyjf lgo'lQmstf{n] of] b/efpkqdf pNn]v ePsf] lgdf{0f sfo{sf] lan ckm SjflG66Lsf] k|To]s cfO{6dsf] b/ /]6sf] cfwf/df x'g cfpg] /sd dWo] h'g /sd 7x/ x'g]5, To;nfO{ dGh'/ u/L b/efpkq k]z ub{5f} .

of] b/efpkqsf] dfGotf b/efpkq vf]Ng] clGtd ldltaf6 45 lbg ;Dd sfod /xg] 5 . of] b/efpkq / lgo'lQmstf{n] lbPsf] 7]Ssfsf] :jLs[tL kq xfdL b"O{ jLr ePsf] ;Demf}tfsf] cleGg c+u x'g]5 . ;f] eGbf a9Lsf] hfoh cjlw yk ug'{ k/]df b'a} kIfsf] ;xdtLdf x'g]5 .

b/efpkqbftfnfO{ of] yfxf 5 ls lgo'lQmstf{n] ;j} eGbf 36L saf]n ug]{nfO{ cyjf ;xdtLdf sfdsf] nfuL cGo b/efpkqbftfnfO{ d+h'/L ug{ jf gug{ s'g} s/ nfUg] 5}g . x:tfIf/ M ========================================== ldlt M ============================ gfd M =============================================== b/efpkqbftfsf] tkm{af6 x:tfIf/ ug]{ cflwsf/Ls JolQm

- b/efpkqbftfsf] gfd ====================_ kb M ============================================== b/efpkqbftfsf] 5fk M


7

of]Uotfsf] hfgsf/L != k|To]s b/efpkq bftf of ;+o'Qm ;fem]bf/Lsf k|To]s ;b:ox?

!=! b/efpkqbftfsf] ;+u7gsf] j}wflgs of sfg"gL x}l;ot -kmf]6f]skL /fVg]_

btf{ePsf] 7fpFsf] gfd M–

Joj;fosf] d'Vo 7fpF M–

b/efpkq df x:tfIf/ ug]{sf] cVtLof/gfdf M–

!=@ laut & jif{ leq ;DkGg u/]sf] lgdf{0f sfdsf] hDdf kl/df0fsf] d"No g]kfnL ?kLoFf df .

jflif{s sf/f]af/ ljj/0f -lgdf{0f sfo{sf] dfq_ cfly{s jif{ sf/f]jf/sf] /sd -g]=?=_ != cfaZos gePs]f cfaZos gePs]f @= !=# d'Vo 7]s]bf/ åf/f laut & jif{ leq u/]sf] ldNbf]–h'Nbf] lgdf{0f sfdsf] kl/df0f . o;sf] d"NofÍg dfly !=@ df k|of]u u/]sf]

d'b|fdf g} lgsfn]/ ug'{ k5{ . xfn ub}{} u/]sf] sfd u5'{ eg]/ lnPsf] sfdx?sf] ;"lr agfO ltgLx?sf] ;lsg] ;Defljt ldlt ;lxt x'g' k5{ .

cfof]hgfsf] gfd lgo'lQmstf{sf] gfd /

;Dks{ ug'{ kg]{ JolQm ;DkGg sfdsf] ls;Ld / ;lsPsf] jif{

7]Ssfsf] s'n /sd

7]Ssfsf] afsL sfdsf] /sd

-s_ cfaZos gePs]f cfaZos gePs]f

-v_ !=$ 7]s]bf/n] sfdx?df k|of]u ug{ nfu]sf] cf}hf/x? . tn dfluPsf ;Dk'0f{ hfgsf/Lsf] ;"rL tof/ ug'{ kg]{ 5 .

cf}hf/sf] cfO6d cf}hf/sf] ljj/0f, ag]sf]

aif{ / cfo' -aif{df_ cf}hf/sf] dflns jf ef8fdf lng nfu]sf] dflns

-s_ ====================== cfaZos gePs]f cfaZos gePs]f -v_ ====================== -u_ ======================== -3_ =========================== !=% 7]Ssfsf] sfddf vl6cfpg] 7]Ssf Joj:yfks sf] of]Uotf -;l6{lkms]6 sf] k|dfl0ft k|ltlnlk ;dfj]z ug'{ kg]{5_ / cg'ejsf]

;'lr / l:jsf/f]lQm ;FnUg x'g' kg]{5 .

gfd cg'ej aif{df -;fwf/0f_ cg'ej jif{df -xfn k|:tfljt kbdf_ -s_ cfaZos gePs]f cfaZos gePs]f

-v_ !=^ cfly{s ;|f]t ;DaGwL cfjZostfx?sf] k/Lk"lt{ x'g] of]Uotfsf] k|dfl0fs/0f, h:t} M xftdf /x]sf] gub, ;fkl6 lng ;lsg] 7fpF

OToflb . logLx?sf] ;"lr tof/ ul/ ;+jGwLt sfuhftx?sf] k|ltlnkL ;+nUg ug'{ kg]{ 5 .

>f]t /sd -?_ != cfaZos gePs]f cfaZos gePs]f @= gf]6M dfly pNn]lvt ;j} tflnsfdf laj/0f eg{ gk'u ePdf 5'6\6} kfgfdf ;Dk"0f{ laj/0f pNn]v ug{ ;lsg]5 .


8

@= ;+o'Qm ;fem]bf/x?

@=! ;+o'Qm ;fem]bf/Lsf k|To]s ;b:onfO{ pk/f]Qm ;'lr g++ !=! b]lv !=^ ;Ddsf] hfgsf/L pknAw u/fpg' kg]{5 .

@=@ ;+o'Qm ;fem]bf/Lsf tkm{af6 b/efpkqdf x:tfIf/ ug{ cflwsf/Ls ?kdf k|dfl0ft ul/Psf]

x:tfIf/sf] cVtLof/Lgfdf ;FnUg ug'{ kg]{ 5 . @=# ;+o'Qm ;fem]bf/Lsf ;j} ;b:ox?sf] jLrdf ePsf] ;+emf}tf -h:df ;j} ;b:ox? nfO{ sfg'gL

?kdf afFw]sf] x'g' k5{_ / o;sf ;fy} lgDg s'/fx? /xg]5g M—

-s_ 7]Ssfsf] zt{x? cg';f/ ;+o'Qm ;fem]bf/Lsf ;b:ox?n] 7]Ssfsf] sfd u/fpg] cleef/f ulDe/tfk"j{s lng' kg]{ 5 .

-v_ ;+o'Qm ;fem]bf/Lsf ;b:ox? af6 Ps hgf ;b:onfO{ d"Vo ;fem]bf/ (In—charge)

dgf]gog ul/g] 5 h:n] ;Dk'0f{ lhDd]jf/L lng] 5 / ;+o'Qm ;fem]bf/Lsf ;j} ;b:ox?sf] tkm{af6 k|ltlglwTj u/]/ sfd ubf{ lgb]{zgx? k|fKt ug'{ x'g] 5 .

-u_ ;Dk'0f{ sfd u/fpg'sf ;fy} e'QmfgL a'em]/ lng] sfd OToflb k"0f{?kn] ;+o'Qm

;fem]bf/x?sf] clws[t JolQmaf6 ul/g] 5 .


9

;Demf}tf

7]Ssf ;Demf}tfsf] kmf/fd

ljqmd ;Djt 2071 ;fn ===== dlxgf ===== ut]sf lbg [g]kfn 6]lnsd,k=If]=lg= e}/xjf=] -h;nfO{ lgo'lQm stf{ eg]/ ;Daf]wg ul/g] 5 _ k|yd kIf / [7]s]bf/ / lgdf{0f Aofj;foLsf] gfd tyf 7]ufgf] -h;nfO{ 7]s]bf/ eg]/ ;Daf]wg ul/g] 5_ låtLo kIf aLr sfof{no åf/f b/efpkq cfAxfg ul/Psf]df 7]s]bf/n] o:tf] sfo{ ? ===== =====-cIf?kL ?= ===== =====-dfq 13% d""=c=s/ ;d]tdf lgdf{0f sfo{ k"/f ug{ / ;+ef/ ug{ lbPsf] b/efpkq :jLs[t eP adf]lhd of] 7]Ssf ;Demf}tf ul/Psf] 5 .

o; kl5, of] 7]Ssfdf lgDg lnvLt cg';f/ x'g]5 M—

! 7]Ssfdf zAb / cleJolQmsf] cy{ o;kl5 ;+s]t ul/Psf] 7]Ssfsf] zt{x?df lgwf{l/t u/] cg';f/ x'g] 5 . s'g} lålawf ePdf lgo'lQmstf{n] u/]sf] cy{ dfGo x'g]5 . @ lgo'lQmstf{n] 7]s]bf/nfO{ lbOg] e'QmfgL jfkt -o; kl5 pNn]v ul/Psf]_ 7]s]bf/n] sfof{no ;Fu ;Demf}tf u/]sf] sfo{

7]Ssfsf] zt{x? cg';f/ lgdf{0f u/L k"/f ug]{ 5 . # lgo'lQmstf{n]] ;Demf}tf u/]sf] sfo{ 7]s]bf/n] lgdf{0f ul/ k'/f u/]sf] / ;+ef/ u/]sf] /sd 7]Ssfdf pNn]v ePsf] /Lt cg';f/

;dodf 7]s]bf/ nfO{ e'QmfgL ug]{ 5 . $= ;+nUg kl/lzi6x? ;d]t o; 7]Ssf ;+emf}tfsf] cleGg c+u dflgg]5 .

b'a} kIfn] ;fIfLsf] /f]xj/df dfly n]lvPsf] ldltsf lbg pk/f]Qm /sdsf] 7]Ssf ;Demf}tfdf ;xL 5fk ul/of] . —————————————————— ——————————————————— 7]s]bf/ / lgdf{0fAofj;foLsf tkm{af6 ;xL5fk ug]{ -sDkgLsf] 5fk_

lgo'lQmstf{sf] tkm{af6 ;xL5fk ug]{ -clkm;sf] 5fk_

—————————————————— ——————————————————— 7]s]bf/sf] tkm{af6 ;xL5fk ug]{ JolQm gfd y/M==================================== kbM ======================================= lgsfoM =======================================

lgo'lQmstf{sf] tkm{af6 ;xL5fk ug]{ kbflwsf/L gfd y/M==================================== kbM ======================================= lgsfoM =======================================

—————————————————— ——————————————————— -;fIfLsf] ;xL5fk_ -;fIfLsf] ;xL5fk_

-;fIfLsf] gfd M==================================== -;fIfLsf] gfd M=======================


10

g]kfn 6]lnsd NEPAL TELECOM ________________________________________________________

:jLs[lt kqM ldlt M— >L ================================= ====================================== ====================================== -7]s]bf/sf] gfd / 7]ufgf_ dxf]bo, [7]Ssfsf] gfd M— =============================================================, ;f+s]lts g+= =================================================] sf] nfuL dfq u/]sf], sfdsf] nfuL lbg' ePsf] tkfO{+sf] ldlt =================================== sf] b/efpkqdf 7]Ssfsf] d"No ?= ===================================== nfO{ :jLs[t ul/G5 . tkfO{+nfO{ xfd|f] sfof{no ==================================================== -sfof{nosf] 7]ufgf_ df ldlt ======================== ;do================ df pkl:yt x'g' eO{ pk/f]Qm sfdsf] ;Demf}tfdf x:tfIf/sf nfuL cg'/f]w ul/G5 .

——————————————————————————— -k|dfl0ft x:tfIf/_ gfd, y/M————————————————————— kbM ———————————————————————— sfof{nosf] gfdM ————————————————


11

b/efpkqsf] zt{x?sf] ;f/f+z tflnsfM kl/l;i6

o; tflnsf nfO 7]Ssf ;Demf}tfsf] c+u dflgg]5 . -b|i6«Jo M sDkgLsf] cfjZostfg';f/ el/Psf cfO6d (Item) sf cltl/Qm b/efpkqbftfn] b/efpkq bflvn ug'{ cufl8 tkl;ndf pNn]lvt s'/fx?sf] hfgsf/L lbg' kg]{ 5 ._ cfO6d

(Item) wf/f

(Sub-clause)

tYof+s

(Data)

k|fyldstfsf] cfwf/df 7]Ssf ;Demf}tf kqdf ;+nUg sfuhkq (document) -s_ 7]Ssf ;Demf}tf kq -v_ ljz]if zt{x? -u_ ;fwf/0f zt{x? -3_ :k]l;lkms]zg (Specification) -ª_ 8«OË; (Drawings) -r_ 7]s]bf/n] cfkm\gf]tkm{jf6 k]z u/]sf] l8hfO{g (Design) -5_ d"Noc+lst kl/df0f;"lr (Bill of quantities) -h_ =========================== -em_ ===========================

!=!=! sfuhkq alu{s/0f (document identification)

7]Ssf ;dfkg ug]{ ;do !=!=!@ 1 म�हना �भ� (30 days)

7]Ssf ;DalGw sfg'g !=$ g]kfnsf] -;DalGwt b]zsf]_ sfg'g

efiff g]kfnL / c+u]|hL

sfo{:yn pknAw u/fpg] jf/] @=! sfo{ z'ef/Desf lbg

clwsf/Ls JolQm #=! =========================================================

sfo{;Dkfbg hdfgt /sd kmf/fd (Form)

7]Ssf /sdsf] %% ============== kl/lzi6 @ df

sfo{qmd M– sfo{ bflvnf ug]{ -j'emfpg]_ ;do

&=@

sfof{/De ldlt b]lv 3)= lbg leqdf

;dodf sfo{ ;DkGg ug{ g;s] afkt nfUg] xhf{gf /sd &=$ saf]n u/]sf] 7]s c+s dWo] k"/f x'g g;s]sf] sfdsf] /sdsf] )=%Ü k|lt xKtfsf b/n] al9df 7]Ssf c+ssf] !)Ü ;Dd

q'l6x? nfO{ ;"lrt ug]{ - dd+t ;+ef/ _ cjlw (=! / !!=% wf/f g+= &=@ df pNn]lvt ;"rgf ldltaf6 !@ - afx | _ dlxgf

w/f}6L /sdsf] k|ltzt saf]n 7]Ssf /sdsf] %% - kf ¤r _

e'QmfgL kfpg] d'b|f !!=& g]kfnL ?k}+of

cu|Ld e'QmfgL !!=@ *द {ईने छैन ।

dWo:ystf{ lgod !%=# ===========================

lgo'lQm ug]{ clwsf/L !%=# ===========================

dWo:ttf ug]{ :yfg !%=# g]kfn

ljdfx? M— !$ ===========================


12

v08 $ M ;fwf/0f zt{x?

! ;fwf/0f k|fjwfgx?

!=! kl/efiffx? ljifo jf k|;+un] csf]{ cy{ gnfu]df o; 7]Ssf ;Demf}tfdf pNn]lvt lgDg zAbx? / cleJoltmx?sf] lgDg adf]lhdsf] cy{ nfUg]5 .

7]Ssf !=!=! "7]Ssf" M eGgfn] ;Demf}tf / kl/lzi6df ;+nUg cGo sfuhkqx?sf ;fy} ;f] cg';f/sf] Joa:yf ;d]tnfO{ ;Demg' kb{5 .

!=!=@ " :k]lzlkms]zg (Specification) " M eGgfn] kl/lzi6df ;dfj]z ePsf sfuhkqsf ;fy} sDkgLsf] cfjZoStf cg';f/ l8hfOg ul/Psf] sfo{ 7]s]bf/ 4f/f ;DkGg u/fpg] / pQm sfuhkqdf s'g} kl/jt{g olb 5 eg] ;f] ;d]t ;Demg' kb{5 .

!=!=# "gS;f -8«OË_" M eGgfn] kl/lzi6df ;dfj]z ePsf lgdf{0f sfo{ sDkgLn] gS;f -8«OË_ / o:tf gS;f -8«OË_df ePsf s'g} klg kl/jt{g jf km]/abnnfO{ ;Demg' kb{5 .

!=!=$ "kl/0ffd;"rL" M eGgfn] d"No c+lst tyf ;Dk"0f{ kl/0ffd;"rL a'lemG5 h;nfO{ af]nkqsf] c+u dflgg]5 .

!=!=% " b/efpkq " M eGgfn] 7]s]bf/n] 7]Ssfdf pNn]lvt k|fjwfg adf]lhd ;Dk"0f{ lgdf{0f ug{ / ;+ef/ ug{ k]z u/]sf] d"No c+lst k|:tfj eGg] a'lemG5 .

!=!=^ ":jLs[t kq" M eGgfn] sDkgL4f/f af]nkqnfO{ /Ltk'j{s :jLs[t u/]sf] a'‰g'kg]{5 .

Joltmx? !=!=& "lgo'ltmstf{ (Employer) " M eGgfn] ;Demf}tfdf pNn]lvt Joltm jf lghåf/f clwsf/ k|fKt clwsf/LnfO{ ;Demg' kg]{5 .

!=!=* "7]s]bf/" M eGgfn] ;Demf}tfdf pNn]lvt Joltm jf p;sf] sfg"gL:t/ pQ/flwsf/LnfO{ ;Demg' kg]{5 t/ lgo'ltmstf{sf] dGh'/L ljgfsf] s'g} klg k|ltlglwnfO{ dflgg] 5}g .

!=!=( "kf6L{ jf kIf" M eGgfn] lgo'ltm stf{ jf 7]s]bf/nfO{ ;Demg' kb{5 .

ldlt, ;do / cjlw !=!=!) "z'ef/De ldlt (Commencement Date) cyjf k|f/De ldlt" M eGgfn] ;Demf}tf eO{ lgdf{0f :yndf uO{ lrgf] nufPsf] -Lay-out _ ldltnfO{ dflgg] 5 .

!=!=!! " lbg" / "dlxgf " M eGgfn] Sofn]08/-kfqf]_ df ePsf] Ps lbgnfO{ ;Demg' kb{5 / dlxgf eGgfn] #) -tL;_ lbgsf] calwnfO{ hgfOg]5 .

!=!=!@ "7]Ssf ;Dkfbg cjlw (Time for completion) " M eGgfn] kl/lzi6df pNn]lvt z'ef/De ldlt b]lv u0fgf ul/ jf pkwf/f &=# adf]lhd yk ePsf] lgdf{0f sfo{ k"/f ug]{ ;dofjlwnfO{ ;Demg' kb{5 .

d'b|f tyf e'QmfgLx? !=!=!# "nfut (Cost) " M eGgfn] 7]s]bf/n] plrt tl/sfn] lgdf{0f :yn leq jf jflx/ u/]sf] vr{ -jf ul/g] vr{_ nfO{ ;Demg' kb{5, o;df gfkmf -d'gfkmf_ jfx]s lz/f]ef/ vr{ (Overheads) / To:t} cGo vr{ klg ;dfj]z x'G5 .

!=!=!$ "7]Ssf /sd" M eGgfn] :jLs[t kqdf 7]s]bf/nfO{ lgdf{0f tyf ;+Def/ ug{ lbg] eg]sf] /sd a'‰g'k5{ .

!=!=!% " /f]Ssf /sd" M eGgfn] lgo'lQmstf{n] pk—wf/f !!=# adf]lhd /f]Ssf u/]sf] hDdfhDdL /sd a'‰g'kg]{5 .

cGo kl/efiffx?

!=!=!^ "7]s]bf/sf pks/0f" M eGgfn] lgdf{0f sfo{sf] ;Dkfbgdf k|of]u ul/g] ;Dk"0f{ pks/0f, d]l;g/L, uf8L, ;'ljwf / cGo cfjZos s'/fx? t/ ;fdfu|L / o+q o;df kb}{g .

!=!=!& "b]z (Country) " M eGgfn] lgdf{0f :yn ePsf] b]znfO{ ;Demg' kb{5

!=!=!* " lgo'ltmstf{sf] bfloTj (Employer's liabilities) " M eGgfn] pkwf/f ^=! df pNn]lvt


13

s'/fx?nfO{ ;Demg' kb{5 .

!=!=!( "sfj' aflx/ jf cfktsflng kl/l:ylt (Force Majeure) " M -c;fwf/0f cj:yf_ eGgfn] 7]Ssf ;Demf}tf ug'{ cufj} kf6L{n] cg'dfg ug{ g;Sg] c;fwf/0f 36gf jf ;+s6, h'g 36ghFfbf kf6L{n] To;nfO{ kG5fpg jf lgoGq0f ug{ g;Sg] / h'g kf6L{sf] lgldQ jf:tjdf k|efjsf/L (Attributable) x'G5, To:tf] kl/l:yltnfO{ ;Demg' kb{5 .

!=!=@) ";fdfu|L" M eGgfn] :yfoL lgdf{0f sfo{df k|of]u x'g] jf x'g hfg] oGq (Plant) jfx]ssf ;Dk"0f{ ;fdfg jf ;fdfu|LnfO{ ;Demg' kb{5.

!=!=@! "oGq (Plant) " M eGgfn] :yfoL lgdf{0f sfo{df h8fg x'g] jf x'g hfg] d]l;g/L jf pks/0fx?nfO{ ;Demg' kb{5 .

!=!=@@ " lgdf{0f :yn" M eGgfn] lgo'ltmstf{ åf/f lgdf{0f sfo{sf] nflu 7]s]bf/nfO{ lbPsf] hldg jf ;Demf}tfdf pNn]lvt s'g} klg cGo hldg jf :yfgnfO{ ;Demg' kb{5 .

!=!=@# "kl/jt{g jf yk36 (Variation) " M eGgfn] lgo'ltmstf{n] pkwf/f !)=! d'tfljs lbPsf] lgb]{zg cg';f/ :k]l;lkms]zg (Specification) jf gS;f -8«OË_df -olb s'g}_ ePsf] kl/jt{gnfO{ ;Demg' kb{5 .

!=!=@$ " lgdf{0f sfo{ (Works) " M eGgfn] 7]s]bf/n] ;DkGg ug'{kg]{ :yfoL, c:yfoL sfd / s'g} kl/at{g ;d]t ;dfj]z ul/Psf] ;Dk"0f{ sfd / l8hfO{g jf 9fFrf -olb s'g}_ nfO{ ;Demg' kb{5 .

!=!=@% " :yfoL lgdf{0f sfo{" M eGgfn] 7]Ssf adf]lhd ug'{kg] :yfoL lgdf{0f sfo{ -oGq ;lxt_ a'‰g'kb{5 .

!=!=@^ "c:yfoL lgdf{0f sfo{" M eGgfn] lgdf{0f sfo{ tyf ;+Def/ ;DkGg ug{ cfaZos kg]{ ;Dk"0f{ lsl;dsf] c:yfoL sfo{ -7]s]bf/sf] pks/0f afx]s_ a'‰g'kg]{5 .

!=!=@& "O{G;fkm (adjudication) " M eGgfn] lgo'lQmstf{ tyf 7]s]bf/n] em}—emu8fsf] ;dfwfg ug{ ckgfPsf] k|lqmofx? a'‰g'kg]{ 5 .

!=@ JofVof (Interpretation)

JolQm jf kIf eGgfn] ;+:yf÷;Fu7gnfO{ klg hgfpFb5 . Ps jrg jf s'g} Ps n}lËs zAbn] jx'jrg jf csf]{ n}+Ës zAbnfO{ klg hgfpFb5 .

!=# sfuh-kqsf] k|fyldstf (Priority of Documents)

;Demf}tfdf ;+nUg sfuh kqx?nfO{ Ps csf{;+usf] JofVofTds ?kdf lnOg' kb{5 . olb sfuhkqdf s'g} c:ki6tf jf lj;+ult -cGt/ jf e]befjk"0f{_ b]lvg cfPdf lgo'ltmstf{n] 7]s]bf/nfO{ cfjZos s'g} klg lgb]{zg lbg] / sfuh kqx?sf] k|fyldstf kl/lzi6df pNn]v ul/Psf] qmddf x'g]5 .

!=$ sfg"g (Law) 7]Ssf ;Demf}tf k|rlnt g]kfn sfg"g adf]lhd x'g]5 .

!=% kq Jojxf/ jf ;+rf/ (Communications)

hj s'g} klg Joltmn] ljz]if pNn]v ePsf] cj:yfdf jfx]s s'g} klg ;"rgf lbg], lgb]{zg lbg] jf cGo kqfrf/ ug'{ k/]df o:tf] kqfrf/ kl/lzi6df tf]lsPsf] efiffdf lnlvt ?kdf ug'{ kb{5 / cg'lrt tj/n] /f]Sg' jf l9nfO{ ug'{ x'b}g . 7]s]bf/n] lgo'lQm stf{nfO{ pknJw u/fPsf] 7]ufgf kl/jt{g ePsf] hfgsf/L geP ;Dd ;f] 7]ufgfdf ul/sf] kqfrf/ Pj+ ;+rf/ sfg"gL ?kn] 7]s]bf/n] kfPsf] dflgg] 5 .

!=^ sfg"gL bfloTj (Statutory Obligation)

7]s]bf/n] sfo{ ;Dkfbg ubf{ sfd u/]sf] b]zsf] sfg"gnfO{ kfngf ug'{kg]{5 . 7]s]bf/n] ;j} hfgsf/L xfl;n ug'{ kg]{5 / sfdsf] ;Gbe{df nfUg] ;j} z'Ns tyf b:t'/ -s/_ a'emfpg' kg]{5 .

@= lgo'ltm stf{ (The Employer)

@=! lgdf{0f :ynsf] Joj:yf -k|aGw_ (Provision of site)

lgo'ltmstf{n] 7]s]bf/nfO{ kl/lzi6df tf]lsP adf]lhdsf] lgdf{0f :yn / To:df cfjfudg ug]{ ;'ljwf tyf xs pknAw u/fpg' kg]{5 .

@=@ l:js[lt kq / cg'dlt kq (Permits and

7]s]bf/n] cg'/f]w u/]df lgo'ltm-stf{n] lgdf{0f sfo{ ug{ cfjZos kg]{ :jLs[lt-kq, cg'dltkq jf :jLs[lt (Approval) sf] nflu b/vf:t lbgdf ;xof]u k|bfg ug]{5 .


14

Licences)

@=# lgo'ltmstf{sf] lgb]{zg (Employer's Instruction)

lgo'ltmstf{n] 7]s]bf/nfO{ lbPsf lgdf{0f sfo{;+u ;DalGwt ;j} lgb]{zgx?, lgdf{0f sfo{sf] ;Dk"0f{ jf s]xL efu /f]Sg' k/]df klg 7]s]bf/n] kfngf ug'{kg]{5 .

@=$ l:js[lt (Approvals)

lgo'ltmstf{ jf p:sf] k|ltlglwn] l:js[lt jf ;xdlt jf l6Kk0fL glbb}df 7]s]bf/sf] bfloTjdf s'g} c;/ kg]{ 5}g .

#= lgo'ltmstf{sf] k|ltlglw

#=! cflwsf/Ls Joltm lgo'ltmstf{sf] Ps hgf sd{rf/Ln] p:sf] k|ltlglwTj ug]{ clwsf/ kfpg]5 . of] clwsf/Ls Joltm kl/lzi6df tf]lsP adf]lhd jf cGoyf lgo'ltmstf{n] 7]s]bf/nfO{ ;'lrt u/] adf]lhd x'g]5 .

#=@ lgo'ltmstf{sf] k|ltlglw (Employer's Representative)

lgo'ltmstf{n] s]xL lgdf{0f sfo{x? ug{sf nflu s'g} Ps ;+:yf jf JoltmnfO{ lgo'tm ug{ ;Sg]5 . lgo'tm ePsfsf] gfd kl/lzi6df x'g]5, jf ;do ;dodf lgo'ltmstf{n] 7]s]bf/nfO{ ;"lrt ug]{5 . lgo'ltmstf{n] 7]s]bf/fnfO{ lgo'ltmstf{sf] k|ltlglwnfO{ k|Tofof]hg u/]sf] st{Jo / clwsf/ jf/] ;"lrt ug'{kg]{5 .

$= 7]s]bf/ / lgdf{0f Aoa;foL (The Contractor)

$=! ;fwf/0f bfloTjx? (General Obligations)

7]s]bf/n] plrt k|sf/n] 7]Ssf ;Demf}tf adf]lhd sfo{ ;Dkfbg ug'{ kg]{5 . 7]s]bf/n] cfjZos kg]{ ;Dk"0f{ ;'kl/j]If0f, sfdbf/, ;fdfu|L, oGq / pks/0f (Equipmemt) pknAw u/fpg]5 . sfo{ :yndf ePsf ;j} ;fdfu|L / oGq lgo'ltm stf{sf] ;DklQ dflgg]5 .

$=@ 7]s]bf/sf] k|ltlglw

7]s]bf/n] lgo'ltm stf{nfO{ lgb]{zg k|fKt ug]{ cflwsf/Ls Joltmsf] gfd / ljj/0f :jLs[tLsf] lgDtL sfof{nodf k]z ug'{kg]{5 .

$=# pk 7]Ssfk6\6f (Subcontracting)

7]s]bf/n] ;Dk"0f{ lgdf{0f sfo{sf] pk 7]Ssf lbg kfpg] 5}g . 7]s]bf/n] lgo'tmLstf{sf] dGh'/L ljgf lgdf{0f sfo{sf] s'g} klg v08sf] pk–7]Ssfk§f lbg kfpg] 5}g .

$=$ sfo{ ;Dkfbg hdfgt (Performance Security)

7]s]bf/n] 7]Ssf :jLs[t ePsf] ;"rgf kfPsf] & -;ft_ lbg leq lgo'ltmstf{n] l:js[t kmf/fddf sfof{non] :jLs[t u/]sf] t];|f] kf6L{af6 hf/L ul/Psf] sfo{ ;Dkfbg hdfgt, lgo'ltm stf{ ;dIf k]z ug'{kg]{5 .

% 7]s]bf/åf/f l8hfO{g -9fFrf_

%=! 7]s]bf/sf] l8hfO{g

7]s]bf/n] kl/lzi6df lgb]{z u/] ad]flhd pNn]lvt xb;Dd l8hfO{g ug'{kg]{5 . 7]s]bf/n] cfkm"n] tof/ u/]sf ;j} l8hfO{gx? lgo'tmLstf{nfO{ ;dodfg} k]z ug'{kg]{5 . l8hfO{g k|fKt u/]sf] !% lbg leqdf lgo'ltmstf{n] s'g} dGtJo -egfO{_ 5 eg] lbg' kg]{5 cyjf k]z u/]sf] l8hfO{g ;Demf}tf d'tfljs 5}g eg] sf/0f v'nfO{ clZjsf/ ug]{5 . 7]s]bf/n] cfkm"n] l8hfO{g u/]sf] :yfoL sfdsf] s'g} klg c+u (Element) lgo'tmLstf{nfO{ l8hfO{g k]z u/]sf] !% lbg leqdf cyjf hxFFf s'g} c+usf] l8hfO{g c:jLs[t ePsf] 5 eg], lgdf{0f ug]{ 5}g . cl:js[t ePsf] l8hfO{g ;dodf g} ;+zf]wg u/L k'gM k]z ug'{kg]{5 . 7]s]bf/n] lbOPsf dGtJox? ;dfj]z u/]/ k'gM ;j} l8hfO{gx?, k]z ug'{kg]{5 .

%=@ l8hfO{gsf] lgldQ pQ/bfloTj (Responsibility for Design)

7]s]bf/ cfkm"n] k]z u/]sf] l8hfOgsf] nflu pQ/bflo x'g]5 / o; wf/f cGtu{tsf] l8hfO{g h; dWo] b'j} ;Demf}tfdf kl/eflift ul/P adf]lhdsf] p2]Zosf] nflu pko'tm x'g'kg]{5 / l8hfOgsf] ;Gbe{df k|ltlnlk clwsf/ (Copyright) / Psflwsf/ (Patent) sf] s'g} klg pNn+3gsf] nflu pQ/bfoL x'g'kg]{5 . lgo'ltmstf{ lgb]{zg / gS;f sf] lgldQ pQ/bfoL x'g'kg]{5 .

^= lgo'tmLstf{sf] bfloTjx?

^=! lgo'ltmstf{sf bfloTjx?

o; ;Demf}tdf b]xfo adf]lhdsf] cj:yf lgo'ltmstf{sf] bfloTj leq kb{5g\ M—

-s_ b]z leq zq' af6 g} o'4, n8fOF -3f]lift jf c3f]lift o'4_, cfqmd0f, ljb]zL zq'sf] ;lqmotf,


15

-v_ b]z leq ljb|f]x, cft+s, qmflGt, jufjt jf /fhb|f]x, ;}lgs jf hj{h:tL ;+u lnPsf] clwsf/, cyjf u[xo'4,

-u_ sfo{ :yndf lgdf{0f sfo{df g} c;/ kfg]{ u/L 7]s]bf/sf sd{rf/L jf sfdbf/jf6 geO{ cGo Joltmx?af6 ul/Psf] b+uf, uf]ndfn cyjf cJoj:yf,

-3_ lgo'ltmstf{sf sd{rf/L jf cGo Joltmn] lgdf{0f sfo{sf] s'g} efusf] l8hfO{g u/]sf] 5 eg] ;f] ljifodf lgo'ltmstf{ lhDd]jf/ /xg] 5 .

-ª_ sfo{:yn jf lgdf{0f sfo{df g} c;/ kfg]{ u/L k|fs[lts k|sf]ksf] k|efj -h'g ck|Toflzt lyof] cyjf h:sf] lj?4df s'g} Ps cg'ejL 7]s]bf/n] klg plrt clu|d -k"j{_ ;fjwfgL lng ;Sg] ;+efjgf lyPg_

-r_ ck|Toflzt ;+s6 jf cfktsfnLg kl/:yLtL,

-5_ bkmf !@ sf] pk bkmf @=# cGtu{t ePsf] :yug, h'g 7]s]bf/sf] c;kmntfsf] sf/0faf6 g36]sf] xf];\ .

-h_ lgdf{0f sfo{sf] l;nl;nfdf xfjfkfgLsf] sf/0fn] x'g;Sg] jfx]ssf ef}lts Jojwfg jf ef}lts cj:yf, h'g;'s} klg cg'elj 7]s]bf/sf] lgDtL plrt clu|d-k"j{_ ;fjwfgL lng ;Sg] ;Defjgf lyPg / h:af/] 7]s]bf/n] lgo'ltmstf{nfO{ t'?Gt ;"lrt u/]sf] lyof],

-em_ kl/at{gsf] sf/0fn] ePsf] Jojwfg jf l9nfO{,

-`_ ;Demf}tfdf eP adf]lhd 7]s]bf/n] lbPsf] jf]nkq k|:tfjaf6 (Offer) kl5 7]Ssf ;Demf}tfsf] sfg"gdf ePsf] s'g} kl/jt{g,

-6_ lgo'ltmstf{sf] :yfoL lgdf{0f sfo{ x'g] s'g} klg hldg dfly, d'lg, leq, jflx/ cflbsf] clwsf/ / :yfoL sfdsf] lgldQ o; hldgnfO{ clwsf/df kfg'{sf] sf/0faf6 ePsf] IftL jf gf]S;fgL .

&= sfo{ ;DkGg cjlw (Time for completion)

&=! sfo{ ;Dkfbg (Execution of the Work)

7]s]bf/n] sfo{ z'ef/Desf] lbg b]lv g} lgdf{0f sfdsf] yfngL nuftf/ ljgf l9nfO{ ug'{ kg]{5 / lgwf{l/t ;do -7]Ssf cjlw_ leq g} lgdf{0f sfo{ ;DkGg ug'{kg]{5 .

&=@ sfo{ tflnsf (Work schedule )

7]s]bf/n] lgdf{0f sfo{sf] sfo{qmd kl/lzi6df tf]lsP adf]lhdsf] ;do / kmf/fddf lgo'ltmstf{ ;dIf k]z ug'{kg]{5 .

&=# ;dodf a[l4 (Extension of Time)

olb lgo'ltmstf{sf] bfloTjx?sf] sf/0fn] l9nf] x'g uPsf] 5 eg] bkmf !)=# sf] zt{ adf]lhd 7]s]bf/n] ;dflKtsf] ;dodf -7]Ssf cjlwdf_ a[l4 kfpg] 5 . 7]s]bf/sf] tkm{jf6 lgj]bg kfpgf ;fy lgo'QmLstf{ n] lgj]bgdf ;+nUg ;j} sfuhkqx? ljit[t ?kdf 5fgljg ul/ lgodfg';f/ ;dofjlw yKg ;lsg]5 .

&=$ l9nf ;dflKt (Late Completion)

olb 7]s]bf/ 7]Ssf cjlw leq sfd k"/f ug{ c;kmn x'G5 eg], lgo'ltmstf{ k|lt p:sf] lhDd]jf/L -bfloTj_ df h'g sfd k"/f ug{ p c;kmn ePsf] 5 To:sf] nflu kl/lzi6df tf]lsPsf] k|To]s lbgsf] /sd xhf{gf :j?k ltg'{ kb{5 .

*= x:tfGt/0f (Taking Over)

*=! ;dflKt 7]s]bf/n] lgdf{0f sfo{ k'/f eof] eGg] 7fg]df lgo'ltmstf{nfO{ ;"lrt ug{ ;Sg]5 .

*=@ x:tfGt/0f ;"rgf (Taking Over Notice)

lgo'ltmstf{n], 7]s]bf/n] lgdf{0f sfo{ k"/f ul/;s]sf] 7fg]df tbg'?k ldlt tf]s]/ 7]s]bf/nfO{ ;"lrt ug]{5 . ljsNksf] ?kdf lgo'ltmstf{n] lgdf{0f sfo{ ;Dk"0f{ ?kdf k"/f gePtfklg ldlt tf]s]/ a'lem lngsf] nflu 7]s]bf/nfO{ ;"lrt ug{ ;Sg]5 . o:tf] ;"rgf u/] kl5 lgo'ltmstf{n] lgdf{0f sfo{ a'lem lng]5 . 7]s]bf/n] bkmf ( adf]lhd jfFsL sfd tbf?stfsf ;fy k"/f u/L lgdf{0f -sfo{_ :ynnfO{ vfnL ug'{kg]{5 .

(= q'6Lx?sf] pkrf/ jf ;'wf/ (Remedying of Defects)

(=! q'6Lx?sf] ;'wf/

kl/lzi6df tf]lsPsf] ;do cufj} s'g} klg ;dodf lgo'ltm stf{n] ;DkGg ug{ jfFsL /x]sf lgdf{0f sfd jf q'6Lsf] jf/]df 7]s]bf/nfO{ hfgsf/L lbO{g] 5 . olb 7]s]bf/sf] l8hfO{g ;fdfu|L,


16

o+q jf sfo{ sf}zntfsf] sf/0fn] ;Demf}tf cg'?k sfd ePsf] gb]lvPdf lgo'ltmstf{n] 7]s]bf/af6 l;Q}df To:tf] lgdf{0f sfo{ ;DkGg ug{ jf q'l6x? ;Rofpg / cGo ;'wf/x? ug{ nufpg ;Sg] 5 . s'g} cGo sf/0fn] ePsf q'6Lx?nfO{ ;'wf/ ubf{ nfUg] vr{ km]/abn -kl/jt{g_ (Variation) sf] ?kdf d"Nof+sg ul/g]5 . lgo'ltmstf{n] ;"lrt ul/;s]kl5 oyf ;dodf jFfsL /xg uPsf] sfd k'/f gu/]df jf q'6Lx?nfO{ ;'wf/ gu/]df lgo'ltmstf{n] 7]s]bf/sf] vr{df ;j} cfjZos sfo{x? k"/f u/fpg]5 .

(=@ vg]/ p3fg]{ / k/LIf0f ug]{ (Uncovering and Testing)

(=# dd{t ;'wf/ cjlw

lgo'ltmstf{n] s'g} klg sfo{nfO{ vg]/ jf p3f/L jf v'nf u/]/ k/LIf0f ug{sf] nflu lgb]{zg lbg ;Sg]5 . vg]/ p3f/L v'nf u/L k/LIf0f ubf{ olb 7]s]bf/sf] l8hfO{g, ;fdfu|L, o+q jf sfo{ sf}zntf, ;Demf}tf adf]lhdsf] gePsf] kfOPdf 7]s]bf/nfO{ bkmf !)=@ adf]lhd kl/jt{g cfb]zfg';f/ ;Dk''0f{ vr{ 7]s]bf/n]g} Joxf]g'{ kg]{ 5 . Go"gtd cjlw ! jif{ ;Dd sfo{ ;DkGg eO clGtd lan e"QmfgL ePsf] ldlt b]lv nfu' x'g]5 .

!)= k/Ljt{g cfb]z / bfjLx?

!)=! k/Ljt{gx? ug]{ clwsf/

lgo'ltmstf{n] kl/jt{g sf] nflu lgb]{lzt ug{ ;Sg]5 .

!)=@ kl/jt{g cfb]z sf] d"Nof+sg

k/Ljt{gsf] d"Nof+sg lgDg adf]lhd x'g]5 M -s_ ldNbf]–h'Nbf] sfddf ;Demf}tfdf ePsf] b/df, jf

-v_ æsÆ df pNn]lvt b/ plrt gb]lvPdf Oli6d]6 /sd / :jLs[t 7]s /sddf hlt k|ltzt sd /sd sfod ePsf] 5 ;f]lx k|ltztsf] cfwf/df yk gofF sfo{sf] Oli6d]6 /sddf 36fO e'QmfgL ul/g]5 . Oli6d]6 /sd eGbf :jLs[t 7]s /ds a9L ePdf yk gofF sfo{sf] Oli6d]6 /sddf ga9\g] u/L e'Qmfg ul/g5 .

-u_ olb lgo'ltmstf{n] kl/lzi6df pNn]lvt b}lgs sfo{ b/df sfd u/fpg' lgb]{lzt u5{ eg] To:sf] nflu 7]s]bf/n] sfdbf/sf] ;do -306f_ / 7]s]bf/sf] pks/0f jf k|of]u ePsf] ;fdu|Lsf] ljj/0f /fVg'kg]{5 .

!)=# k|f/lDes r]tfjgL (Early Warning)

s'g} o:tf] cj:yf h:n] sfddf Aofawfg jf l9nfO{ ug{ ;Sg] b]lvPdf s'g} Ps kIfn] cs]{fkIfnfO t'/Gt ;"lrt ug]{ 5 . o:tf] ;"rgf sfd k"/f ug'{ kg]{ cjlw ;dfKt x'g' eGbf #) lbg cufj} ;DalGwt sfof{nodf Dofb yksf] nflu lga]bg lbg' kg]{5 . 7]s]bf/n] o:tf k|efjx?nfO{ sd ug{sf nflu ;j} plrt pkfox? cjnDjg ug'{kg]{5 . olb 7]s]bf/n] tbf?stfsf ;fy dgfl;j sfo{jflx ul/ oyf ;dod} ;"lrt u/]sf] 5 eg] yk ;dofjlw 7]s]bf/n] kfpg ;Sg] ;do sf] xb ;Dd cjlw yk kfpg ;Dg]5 .

!)=$ bfjL ug]{ clwsf/ (Right to claim)

olb lgo'ltmstf{sf] bfloTjx? -lhDd]jf/L_ sf] sf/0fn] 7]s]bf/n] vr{ ug'{kg]{ x'G5 eg] 7]s]bf/n] o:tf] vr{sf] /sdsf] nflu bfjL ug{ ;Sg]5 . olb lgo'ltmstf{sf] lhDd]jf/Lsf] sf/0fn] lgdf{0f sfo{df kl/jt{g ug'{ cfjZos k/]df, o:nfO{ k/Ljt{gsf] ?kdf lnOg] 5 .

!)=% k/Ljt{g / bfjL k|lqmof (Variation and Claim Procedure)

7]s]bf/n] k/Ljt{gsf] cfO6d lkR5]sf] ;a} d"No -nfut_ lgo'ltmstf{nfO{ k]z ug'{kg]{5 . lgb]{zg lbPsf] jf bfjL ug'{kg]{ 36gf ;[lht ePsf] #) lbg leq kl/at{gsf] bfjL ug'{kg]{ 5 . lgo'ltmstf{n] hfFRg] ul/ ;Dej ePdf nfutnfO{ dGh'/ ug]{5 . dGh'/ gePdf lgo'ltmstf{n] g} nfut 7x/ ug]{5 .

!!= 7]Ssf ;Demf}tf /sd / e'QmfgL (Contract Price and Payment)

!!=! lgdf{0f sfo{sf] d"Nof+sg

bkmf !) cg';f/ kl/lzi6df ePsf] Aoj:yf cg'?k yk ePsf] ;d]tsf lgdf{0f sfo{sf] d"Nof+sg ul/g]5 .

!!=@ cu|Ld e'QmfgL (Advance payment)

;Demf}tfsf] zt{ adf]lhd sfo{ ;+rfngsf] nflu 7]s]bf/nfO k]ZsL lbg स,कने 5 .

!!=# cGt/Ld e'QmfgL (Interim Payment)

7]s]bf/n] sfof{nodf cfkm'n] kfpg' kg]{ /sdsf] ljj/0f vf]nL rfn' kmfF6jf/L (Running Bill) k]z ug{ ;Sg] 5 . kmfF6jf/L a'emfPsf] #) lbg leq lgo'ltmstf{n] 7]s]bf/sf] kmfF6jf/L e'QmfgL ubf{


17

kl/lzi6df tf]lsPsf] k|ltztn] s6\6L ug'{ kg]{ w/f}6L /sd, s/ tyf cGo lgodfg';f/ s6\6f ug'{ kg]{ /sd / lgo'QmL stf{n] cfkm\gf] ljz]if sf/0f n] c;xdlt hgfPsf] /sd ;d]t s6\6f u/L e'QmfgL lbg' kg]{ 5 . lgo'ltmstf{n] cufl8 7]s]bf/nfO{ ltg'{kg]{5 elg dfg]sf] (Consider) /sd ltg{ jfWo x'g] 5}g .

!!=$ w/f}6L /sdsf] e'QmfgL (Payment of Retention Money)

s6\6L u/]sf] w/f}6L /sd 7]Ssf ;+emf}tfsf] zt{ cg';f/ dd{t ;+ef/ calw ;dfKt ePsf] jf ;+emf}tfsf zt{x? k"/f eP kl5 e'QmfgL lbOg]5 .

!!=% clGtd -cflv/L_ e'QmfgL (Final Payment)

lgdf{0f sfo{ ;DkGg ePkl5 7]s]bf/n] cfjZos sfuhkqx?sf] ;fy clGtd lx;fj sDklgdf e'QmfgLsf nfuL k]z ug'{kg]{5 . clGtd lx;fj k]z ePkl5 lghn] u/]sf] sfdsf] u'0f:t/ tyf kl/df0f 7Ls eP gePsf] ;DalGwt l;len k|flalws sd{rf/Ln] hf+r ul/ l/tk"j{ssf] k|lta]bg / lan k]z u/]sf] a9Ldf #) lbg leqdf, lgo'ltmstf{n] 7]s]bf/nfO{ e'QmfgL ug{ afFsL /sd e'QmfgL lbOg] 5 . olb lgo'lQmstf{n] 7]s]bf/sf] clGtd lx;fjsf] s'g} efudf ;xdlt 5}g eg] p:n] e'QmfgL lb+bf ;xdlt gx'gfsf] sf/0f k|i6 kfg'{ kg]{5 .

!!=^ sfo{;Dkfbg hdfgt e'QmfgL (Release of performance bond )

o:tf] /sd 7]Ssf ;Demf}tfsf] zt{ cg';f/ sfo{ ;DkGg eO clGtd lan e"QmfgL ePsf] ldlt b]lv dd{t ;+ef/ cjlw ;dfKt eP kl5 / ;+emf}tfsf zt{x? k"/f eP kl5 e'QmfgL lbOg]5 .

!!=& d'b|f (Currency) 7]Ssfsf] ;Dk"0f{ e'QmfgL g]kfnL d'b|fdf x'g]5 .

!!=* s/ tyf d'No clej[l4 s/ ;DalGw bfloTj

-s_ 7]s]bf/n] cfˆgf] af]nkqdf b]vfPsf] d"Nodf af]nkq a'emfpg] clGtd lbg eGbf #) lbg cufl8 ;Dd nfu' ePsf g]kfn clw/fHosf] sfg'g adf]lhd nfUg] ;a} k|sf/sf s/x? ;dfj]z ug'{ kg]{5 . o; ;Demf}tfn] 7]s]bf/n] cfkm'n] cfh{g u/]sf] gfkmfdf lgod cg';f/ ltg'{kg]{ s/af6 s'g} klg k|sf/n] pDsg lbg] 5}g\ .

-v_ 7]s]bf/n] cfjZos d'No clej[l4 s/ sf] /sd ;DalGwt d'No clej[l4 s/

sfof{nodf tf]lsPsf] ;do leq d'No clej[l4 s/ sf] lgodfg';f/ a'emfpg' kg]{5 .

!@= q'6L jf bf]if (Default)

!@=! 7]s]bf/sf] q'6L jf bf]if

olb 7]s]bf/n] lgdf{0f sfo{ 5f8\5, lgo'lQmstf{sf] j}wflgs lgb]{zgnfO{ kfngf ub}{g jf c:jLsf/ ub{5 jf tbf?stfsf ;fy sfd gu/L l9nfO{ u5{ jf lnlvt ph'/L ubf{ klg ;Demf}tfsf] ljkl/t hfG5 eg] lgo'ltmstf{n] o; pkwf/fnfO{ pNn]v u/L bf]if jf q'6LnfO{ tf]s]/ ;"lrt ug{;Sg]5 . olb 7]s]bf/n] lgo'ltmstf{sf] ;"rgf k|fKt u/]sf] !% lbg leq q'6Lx?nfO{ ;Rofpg oyf;Dej pkfox?sf] cjnDjg u/]s]f 5}g eg], lgo'ltmstf{n] csf]{ @! lbg leq bf];|f] ;"rgf 4f/f 7]SsfnfO{ tf]8\g ;Sg]5 . To;kl5 7]s]bf/n], ;fdfu|L, o+q / 7]s]bf/sf] pks/0fx?, h'g lgo'ltmstf{sf] bf];|f] ;"rgfdf, lgdf{0f sfd ;dfKt geP ;Ddsf] nflu k|of]u ug{ ePsf] lgb]{zg adf]lhd 5f]8]/ lgdf{0f :ynaf6 x6\g' kg]{ x'G5 . o;/L 7]Ssf tf]l8Pdf 7]s]bf/n] ;f] sfd jfkt /fv]sf] hdfgt k"/} hkmt x'g]5 / ;f] cw'/f] sfd k"/f ug{ 7]s c+s eGbf h] hlt al9 vr{ kb{5 ;f] /sd 7]s]bf/sf] lanaf6 s6fPsf] h'g ;'s} /sd tyf e'QmfgL lbg aFfsL /sdaf6 c;'n ul/g]5 / To; kl5 % aif{;Dd cfJxfg ul/g] lznaGbL b/efp kq jf af]nkqdf efu lng gkfpg] u/L To:tf] 7]s]bf/ nfO{ sfnf] ;"rLdf /flv sDkgLsf ;a} laefu tyf sfof{nox?df hfgsf/L k7fO{g]5 .

!@=@ lgo'ltmstf{sf] q'6L jf bf]if (Default by employer)

olb lgo'ltmstf{n] 7]Ssf ;Demf}tf adf]lhd e'QmfgL lbb}g, cyjf lnlvt ph'/L ubf{ klg ;Demf}tfsf] pNn+3g ub{5 eg] o; pkwf/f cGt/ut 7]s]bf/n] q'6L -bf]if_ tf]ls ;"lrt ug{ ;Sb5 / lgo'ltmstf{n] ;"rgf k|fKt u/]sf] & lbg leqdf klg ptm bf]ifnfO{ ;RofPg eg] 7]s]bf/n] ;Dk"0f{ jf s]xL lgdf{0f sfdx? :ylut ug{ ;Sg]5 . 7]s]bf/sf] ;"rgf kfPsf] #) lbg leqdf klg sfof{non] q'6L ;RofPg eg], csf]{ @! lbg leqdf 7]s]bf/n] bf];|f] ;"rgf lbP/ 7]Ssf ;Demf}tf nfO{ tf]8\g ;Sg]5 . To;kl5 7]s]bf/ lgdf{0f :ynaf6 x6\g] 5 .


18

!@=# lbjfnLof jf 6f6 (Insolvency)

s'g} klg k|rlnt sfg"g cg';f/ s'g} Ps kf6L{ -kIf_ nfO{ lbjflnof jf 6f6 kN6]sf] 3f]lift ul/Pdf, csf]{ kIfn] ;"lrt u/]/ t'?Gt ;Demf}tf tf]8\g ;Sg]5 . olb 7]s]bf/ lbjflnof ePsf] 5 eg], 7]s]bf/n] lgo'ltmstf{sf] lgb]{zg adf]lhd ;Dk"0f{ sfo{ k"/f geP;Ddsf] nflu cfˆgf] pks/0f 5f8L lgdf{0f :ynaf6 x6\g' kg]{5 .

!@=$ 7]Ssf ;Demf}tf tf]8]kl5 e'QmfgL (Payment upon Termination)

7]Ssf ;Demf}tf tf]8]kl5 lgDg s'/fx?nfO{ ldnfpg] u/L 7]s]bf/n] ul/;s]sf] lgdf{0f sfo{sf], lgdf{0f :yndf plrt tl/sfn] bflvnf ul/Psf] ;fdu|L tyf oGqsf] e'QmfgL x'g jfFsL /sdsf] e'QmfgL kfpg] 5 .

-s_ pkwf/f !)=$ cGtu{t 7]s]bf/ cfkm"n] kfpg'kg]{ /sdsf] xsbf/ x'g]5,

-v_ s'g} /sd h:sf] lgldQ lgo'ltmstf{ xsbf/ 5,

-u_ olb lgo'ltmstf{n] pkwf/f !@=! / !@=# cGtu{t 7]Ssf tf]8]sf] 5 eg], tf]l8Psf] lbg ;Dddf ;DkGg gePsf] sfo{sf] @)Ü j/fj/ /sdsf] nflu lgo'ltmstf{ xsbf/ x'g]5,

-3_ olb 7]s]bf/n] pkwf/f !@=@ / !@=# cGtu{t 7]Ssf tf]8]sf] 5 eg] 7]Ssf tf]8]sf] ldlt leq kfpg' kg]{ jfFsL /sdsf] e'QmfgL lbg' kg]{5 .

7]Ssf tf]8]sf] ;"rgf lbPsf] #) lbg leq 7]s]bf/nfO{ kfpg' kg]{ jfFsL /sd ePdf ;f]sf] e'QmfgL lbOg]5 .

!#= hf]lvd / pQ/bfloTj (Risk and Responsibility)

!#=! 7]s]bf/4f/f lgdf{0f sfo{sf] /]vb]v (Contractor's Care of the works)

7]s]bf/n] z'ef/De ldlt b]lv bkmf *=@ cGt/ut lgo'lQmstf{n] ;"rgf lbPsf] ldlt ;Dd g} lgdf{0fsfo{sf] pQ/bfloTj jxg ug'{kg]{5 . To;kl5 pQ/bfloTj lgo'ltmstf{df hfg]5 . dfly pNn]lvt cjlwdf s'g} lgdf{0fsfo{df s'g} xfgL gf]S;fgL ePdf 7]s]bf/n] o:tf xfgL gf]S;fgLnfO{ ;RofO{ ;Demf}tf adf]lhd b'?:t ug'{kg]{5 . lgo'ltmstf{sf] pQ/bfloTjsf] sf/0fn] ePsf] xfgL gf]S;fgL kl/0ffd jfx]s 7]s]bf/n], 7]s]bf/ jf p:sf] Ph]G6 jf sd{rf/Lsf] nfk/jfxLaf6 lgdf{0f sfo{df ePsf] ;j} xfgL gf]S;fgL / 7]Ssf ljkl/t ePsf sfo{x?sf] IftLk"lt{ / bfjLaf6 lgo'lQmstf{nfO{ d'tm ug{' kg]{5 .

!#=@ sfj' aflx/ ÷ cfktsflng kl/:yLtL (Force Majeure)

olb s'g} Ps kIfnfO{ cfktsflng ;+s6sf] sf/0fn] cfˆgf] bfloTj k"/f ug{af6 jGrLt u/fOPof] eg] Tof] k|efljt kIfn] csf]{ kIfnfO{ t'?Gt ;"lrt ug'{kg]{5 . olb cfjZos ePdf 7]s]bf/n] lgdf{0f sfo{ :ylut ug]{5 / lgo'ltmstf{;+usf] dGh'/L eP ;Ddsf] xsdf 7]s]bf/sf] pks/0fx? x6fpg]5 . olb () lbg ;Dd klg o:tf] l:ytL hf/L /x]df s'g} klg kIfn] 7]Ssf tf]l8Psf] ;"rgf lbg ;Sg]5 / ;"rgf lbPsf] #) lbg kl5 ;f] nfu' x'g]5 . 7]Ssf tf]l8Pkl5 7]s]bf/n] ;DkGg ul/;s]sf] lgdf{0fsfo{sf] / e'QmfgL x'g afsL /sdsf] / plrt tl/sfn] lgdf{0f :yndf bflvn u/]sf] ;fdfu|Lsf] e'QmfgLsf] nflu xsbf/ x'g]5 / lgDgfg';f/ ldnfg ul/g] 5 M

-s_ pkbkmf !)=$ adf]lhd s'g} klg /sdsf] nflu 7]s]bf/sf] xs nfUg] 5,

-v_ lgo'lQmstf{n] kfpg' kg]{ cGo s'g} /sd 7]Ssf tf]8]sf] ;"rgfsf] ldltn] #) lbg leq lng' lbg'kg]{ /sdsf] ldnfg u/L e'QmfgL ug'{kg]{5 .

!$ jLdf (Insurance) NA

!$=! jLdfsf] xb 7]s]bf/n] lgdf{0f sfo{ sf] ;Demf}tf u/]sf] ;ft lbg leq 7]Ssf z'? x'g] ldlt b]lv lgdf{0f sfo{ ;DkGg eO dd{t ;+ef/ cjlw ;Dd nfu' x'g] ul/ lgDgfg';f/ sf] hf]lvd sf] nfuL ladf u/]sf] k|df0f k]z ug'{ kg]{5 M

-s_ lgdf{0fsfo{, ;fdfg, o+q / pks/0fx?sf] xfgL, gf]S;fgL, sf nfuL,

-v_ b'j} kIfsf] bfloTjaf6 ljleGg t];|f] kIfsf] xfgL gf]S;fgL, d[To' jf rf]6k6s jf 7]s]bf/n] ;Demf}tfcg';f/ ;Dkfbgsf] qmddf pgLx?sf] ;DklQsf] ;fy ;fy} lgdf{0f sfo{sf] cnfjf lgo'ltmstf{sf] ;DklQdf ePsf] gf]S;fgLsf] cflbsf] nfuL,

-u_ b'j} kIfsf] bfloTjsf] nflu / lgo'ltmstf{sf] s'g}klg k|ltlglwx?sf] nflu lgo'ltmstf{sf] nfk/jfxL jfx]ssf] 7]s]bf/sf] sd{rf/L, lgo'ltmstf{sf] k|ltlglw jf pgLx?sf] sd{rf/Lsf] d[To' jf rf]6k6ssf nfuL .


19

!$=@ k|aGw (Arrangement)

;j} ljdfx? kl/lzi6df j0f{g ul/Psf] cfjZostfx?;+u ;xdt x'g'kg]{5 . lgo'ltmstf{n] l:js[t u/] d'tfljssf] zt{df ljdf stf{n] gLltx? jgfpg' kg]{5 . 7]s]bf/n] lgo'ltmstf{nfO{ s'g}klg cfjZos gLltsf] sfof{Gjog ePsf] ljdf z'Ns / lk|ldodx?sf] e'QmfgLsf] k|df0fx? k]z ug'{kg]{5 . sfdsf] xfgLgf]S;fgL jfkt ljdf stf{af6 k|fKt s'g} klg e'QmfgLsf] b'j} kIfn] ;+o'tm ?kdf /fVg]5g\ / xfgL gf]S;fgL nfO{ dd{t ug{ jf xfgL gf]S;fgL d/dt ug{ gkg]{ eP Ifltk"lt{sf] nflu k|of]u ul/g]5 .

!$=# jLdf gu/]df (Failure to insure)

olb 7]s]bf/n] dflysf pkwf/fx?df pNn]v ul/Psf ljdfx? 7]s]bf/4f/f k|jflxt jf nfu' ePsf 5}gg eg] jf ;+tf]ifhgs k|df0f, gLltx? jf /l;bx? lbg c;xdt x'G5 eg], lgo'ltmstf{n] s'g} klg clwsf/ jf k'g?4f/ (Remedy) k|lt k'jf{u|lxt geO{ o:tf pNn+3gsf] nflu ljdf k|jfx ug{ ljdf z'Ns lt/]/ ptm /sd 7]s]bf/nfO{ lbg' kg]{ /sdaf6 sl§ ug{ ;Sg]5 .

!%= ljjfbx?sf] ;dfwfg (Resolution of Disputes)

!%=! l5gf] kmfgf] jf OG;fkm (Adjudication)

cfk;L ;dembf/L ldqefj -ldnfkq_ n] 6'+uf] gnfu]df, ;Demf}tfsf] ;Gbe{df lgo'ltmstf{ / 7]s]bf/sf] ljrdf ePsf s'g} klg ljjfb jf leGgtf h;df lgo'ltmstf{sf] lg0f{oaf6 jf d"Nof+sgaf6 ePsf] xf];, cyjf ;+nUg lgodx? -ælgodx?Æ_ adf]lhd b'j} kIfn] OG;fkmsf] nflu clkn ug'{kg]{5 . OG;fkmstf{ jf GofofwLz b'j} kIfnfO{ l:jsfo{ s'g} klg Joltm x'g ;Sg]5 . olb dGh'/L x'g g;s]df lgod d'tfljs Gofostf{sf] lgo'ltm ul/g]5 .

!%=@ c;+tf]ifsf] ;"rgf (Notice of Dissatisfaction)

olb Gofostf{sf] lg0f{ok|lt s'g} kIfsf] c;+tf]if 5, jf lgoddf ePsf] cjlwdf s'g} lg0f{o ul/Psf] 5}g eg] kIfn] lg0f{o k|fKt ePsf] jf lg0f{osf] cjlw ljt]sf] #) lbg leqdf o; pkbkmfnfO{ pNn]v u/]/ c;+tf]ifsf] ;"rgf lbg ;Sg]5 . olb tf]lsPsf] ;dofjlwdf c;+tf]ifsf] ;"rgf lbOPsf] 5}g eg] b'j} kIfsf] nflu lg0f{o jfWofTds x'g]5 . olb tf]lsPsf] ;dofjlwdf c;+tf]ifsf] ;"rgf lbOPsf] 5 eg], lg0f{o kIfx?sf] nflu jfWofTds x'g]5, pgLx?n] vfnL Gofostf{sf] lgo0f{onfO{ s'g} klg dWo:ytstf{n] k'g/fjnf]sg gu/]sf] v08df ljgf l9nfO{ sfof{Gjog ug'{ kb{5 .

!%=# dWo:ytf (Arbitration)

s'g} c;+tf]ifsf] ;"rgfn] ljjfb k|efljt ePsf] 5 eg] kl/lzi6df tf]lsPsf] lgodx? cGtu{t s'g} Ps dWo:ystf{n] clGtd l5gf]kmfgf] -6'+uf]_ nufpg] 5 . ;Demf}tf -;dembf/L_ df k'Ug g;s]df, lgo'ltm ug]{ clwsf/Ln] kl/lzi6df tf]lsP adf]lhd dWo:ystf{nfO{ tf]Sg]5 . kl/lzi6df pNn]v ePsf] :yfgdf ;'g'jfO{ x'g]5 / pkbkmf !=% df tf]lsPsf] efiffdf ul/g]5 . dWo:t kl/lzi6df tf]lsPsf] /x]5 eg] ;f] JolQmg} x'g]5 / gtf]lsPsf] cj:yfdf s'g} Ps kIfn] csf]{nfO{ lnlvt ;"rgf lbPsf] !% lbg leq dWo:t lgo'lQmsf] tf]lsg] sfo{ x'g' kb{5 . To;/L klg gtf]lsPdf dsf{ kg]{ kIfn] k|rltn g]kfn sfg"g adf]lhd bfaL ug{nfO{ of] ;+emf}tfnfO{ /f]s nufPsf] dflgg]] 5}g\ . dWo:tstf{n] cfkm\gf] sfo{ k|f/De u/]sf] ldltn] ^) lbg leq lg0f{o lbO{ ;Sg' kg]{5 . ;f] lg0f{osf] lnlvt ;"rgf dWo:tn] b'a} kIfnfO{ lbg' kg]{5 . dWo:tnfO{ cfjZos kg]{ k|zf;lgs, nlhi6Ls / cGo ;'lawf b'a} kIfn] h'6fpg' kg]{5 / nfUg] vr{ b'a}n] a/fa/L Joxfg]{ 5g\ .


20

v08 % M hdfgt kmf/fdx?

hdfgt kmf/fd jf/] b|i6Jo

o:df b/efpkq hdfgt tyf sfo{ ;Dkfbgsf] l:jsfo{ kmf/fdx?sf gd"gfx? ;+nUg 5g\ . b/efpkq bftfx?n] xfnnfO{ b/efpkq hdfgt tyf sfo{ ;Dkfbg hdfgt kmf/fdx? eg'{kg]{ 5}g . ;kmn b/efpkqjfnfn] dfq vl/bstf{nfO{ l:jsfo{ x'g] jf oxfF lbOPsf kmf/fdx? adf]lhdsf] b/efpkq hdfgt tyf sfo{ ;Dkfbgsf] hdfgt lbg' kg]{5 .


21

b/efkq hdfgt -j}+s Uof/]l06_ -k|Tofe"lt_ kl/l;i6 !

======================== - b/efpkq bftfsf] gfd_ -h;nfO{ o;kl5 b/efpkqbftfÆ elgg]5_ ldlt -========================_ df -

7]Ssfsf] gfd_ sf] lgdf{0f sfo{ ug{sf] lgldQ b/efpkq bflvn u/]sf] 5 .

xfdL =======================-j}+ssf] gfd, 7]ufgf_ -h:nfO{ o;kl5 æa}+sÆ elgg]5_ hdfgLsf] ?kdf k"0f{ pQ/bfoLTj jxg ug]{ u/L lgo'ltmstf{ -gfd / 7]ufgf_ af6 bfjL kq k|fKt x'gf;fy lgo'ltmstf{nfO{ ?k}ofF =================-c+sdf_ =========================================================== -cIf/]kL_ pknAw u/fpg] u/L hdfgL j:g dGh'/ ub{5f}+ .

ldlt=============================df a}+ssf] 5fk nufO{ aGb ul/Psf]

of] lnlvt k|lt1fkqsf zt{x? lgDg adf]lhd x'g]5g\ M -!_ olb b/efpkq vf]ln;s]kl5 b/efpkqbftfx?n] cfˆgf] b/efpkq, jf]nkq kmf/fddf pNn]v ePsf] b/efpkqsf] dfGotf cufj}

lkmtf{ lnPdf, jf

-@_ b/efpkqsf] dfGotf cjlw cufj} lgo'ltmstf{n] olb b/efpkqbftfnfO{ p:sf] b/efpkq l:jsf/ u/]sf] ;"rgf u/]df M—

-s_ b/efpkqbftfnfO{ lbOPsf] lgb]{zg adf]lhd 7]Ssf lng g;s]df jf cl:jsf/ u/]df jf,

-v_ b/efpkqbftfnfO{ lbOPsf] lgb]{zg adf]lhd sfo{ ;Dkfbg hdfgt bflvn ug{ g;s]df jf cl:jsf/ u/]df jf,

-u_ b/efpkqdf pNn]lvt /sddf ePsf] ;'wf/nfO{ l:jsf/ ub}{g eg],

xfdL lgo'ltmstf{nfO{ dfly pNn]lvt /sdsf] e'QmfgL klxnf] lnlvt bfjL k|fKt x'gf ;fy ug]{5f}+ . t/ lgo'ltmstf{n] of] /sd bfjL ug{sf] nflu dfly pNn]lvt zt{x? dWo] k"/f gu/]sf] zt{ v'nfpg' kg]{5 . of] Uof/]l06 kq bflnv x'g] clGtd ldlt b]lv nfu' x'g] u/L jf]nkqsf] dfGotf cjlw @* lbg a9L ;Dd dfGo /xg]5 . o:sf] Dofb a9fpg' k/]df lgo'ltmstf{n] j}+snfO{ ;dodf g} ;"lrt ug'{kg]{5 . Uof/]l06 dfly ul/g] bfjL o:sf] clGtd ldlt cufj} j}+sdf cfO{ k'Ug' kg]{5 .

clwsf/ k|fKt Joltmsf] ;xL M

j}+ssf] 5fk M

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22

sfo{ ;Dkfbg j}+s Uof/]l06 kl/l;i6 @

>L ======================================================-lgo'ltmstf{sf] gfd / 7]ufgf _

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/ o; 7]Ssfdf 7]s]bf/n] ;Demf}tf adf]lhd p:sf] bfloTj lgjf{x ug{ >L g]kfn ;/sf/sf] dfGotf k|fKt j}+saf6 j}+s Uof/]l06

bflnv ug]{ st{Jo ePsf] x'gfn]Ù xfdL 7]s]bf/nfO{ o:tf] j}+s Uof/]l06 lbg dGh'/ ub{5f}+ . o; sf/0fn] xfdL k|lt1f ub{5f}+ ls xfdL hdfgL xf}+ / tkfO k|lt pQ/bfoL 5f}+ . 7]s]bf/sf] tkm{af6 ?=========================-

c+sdf_ ================================================-cIf/]kL_ lgldQ tkfOsf] k|yd lnlvt bfjL kq k|fKt x'gf;fy ljgf s'g} bf]if, jf jfb ljjfb lgsfnL dfly pNn]lvt hdfgt /sdsf] l;df leq oxfFn] bfjL ug'{ePsf] bfjLsf] lgldQ s'g} sf/0f jf cfwf/ gb]vfP klg ptm /sdsf] e'QmfgL ug]{5f}+ .

xfdL 7]s]bf/sf] ptm C0f c;'nL ug{ xfdL;+u bfjL ug'{ cufj} k"/f ug'{kg]{ cfjZostfnfO{ x6fpFb5f}+ . xfdL of] klg dGh'/ ub{5f}+ ls tkfO{ / 7]s]bf/ ljr ePsf] ;Demf}tfsf sfuhkqdf s'g} kl/jt{g jf yk36 jf ;+zf]wg ePdf

7]s]bf/n] xfdLnfO{ To;jf/] o; Uof/]l06 cGtu{t ;"lrt ug'{kg]{ bfloTjaf6 5'6sf/f lbG5f}+ . of] Uof/]l06sf] Dofb ;Demf}tfdf pNn]v eP adf]lhdsf] cjlw ;Ddsf] nflu x'g'kg]{5 .

hdfgL lbg]sf] ;lx / 5fk M j}+ssf] gfd M 7]ufgf M ldlt M


23

clu|d e'QmfgLsf] nflu j}+s Uof/]06L kl/l;i6 #

(Bank Guarantee for Advance Payment) -lgo'ltmstf{sf] gfd, 7]ufgf_ -7]Ssf ;Demf}tfsf] gfd_ dxfzo,

dfly pNn]lvt 7]Ssfsf] 7]s]bf//lgdf{0f Aoa;foLn] -7]s]bf/sf] gfd tyf 7]ufgf_ -o;kl5 æ7]s]bf/Æ elgg]5_ 7]Ssf ;Demf}tfdf zt{x? ePsf] k|fjwfg cg';f/ lgo'ltmstf{ -gfd_ sf] gfddf p:n] ug]{ sfo{sf] OdfGbf/Lk"j{s ;Dkfbg ug]{ k|Tofe"lt lbg ;Demf}tfsf] pNn]lvt wf/f cGt/ut /sd ?==========================-c+sdf_ ?======================================== -cIf/df_ j}+s Uof/]06L /fVg'kg]{5 .

xfdL -j}+ssf] gfd_ 7]s]bf/sf] lgb]{zg adf]lhd zt{/lxt tyf ckl/jt{gLo k|fylds Uof/]06Lsf] ?kdf vfnL k|Tofe"lt dfq ge}

lgo'ltmstf{nfO{ 7]s]bf/;+u klxnf] bfjL gul/]sg} p:sf] klxnf] bfjLdfg} xfd|f] cfkm\gf] tkm{af6 s'g} klg lj/f]wsf] clwsf/ ghgfO{ dfly pNn]lvt -Uof/]06Lsf] /sd_ df ga9fO{ e'QmfgL ug]{5f}+ .

xfdL of] klg l:jsf/ ub{5f}+ ls tkfO{ / 7]s]bf/ ljr ePsf] ;Demf}tfsf] sfuhkqdf s'g} kl/jt{g jf yk36 jf ;+zf]wg ePdf

7]s]bf/n] xfdLnfO{ To;af/] o; hdfgt cGt/ut ;"rLt ug'{kg]{ bfloTjaf6 5'6sf/f lbG5f}+ . of] Uof/]06Lsf] Dofb ;Demf}tf cGt/ut clu|d e'QmfgL ePsf] ldlt b]lv 7]s]bf/n] ptm /sd glt/] ;Ddsf] nflu k"0f{ ?kdf

nfu' x'g]5 . ejlbo

b:tvt tyf 5fk M–

j}+ssf] gfd M–

7]ufgf M–

ldlt M–


24

Part VI

SPECIFICATION (CIVIL WORK)


25

PART VI: GENERAL SPECIFICATION (CIVIL WORK) NOTE: 1. The work shall be carried out according to these specifications whether specifically mentioned

elsewhere or not. No extra in any form will be paid unless it is definitely stated as an item in the Bill of Quantities.

Whenever the specifications are not given or when the specifications are ambiguous, the relevant Indian Standards or British Standards and further amendments will be considered as final and binding.

2. The work shall be related to the drawing which the Contractor is presumed to have studied.

Nothing extra will be paid for any item because of its shape, location or other difficult circumstances, even if the schedule makes no distinction, as long as the item is shown in the drawing.

3. The source of materials stated in the specifications are those from which materials are generally

available. However, materials not conforming to specifications shall be rejected even if they come from the stated sources. The Contractor should satisfy himself that sufficient quantity of materials of acceptable specification from the stated or other sources.

4. "Owner" shall mean Nepal Doorsanchar Company Ltd. 5. "Site Incharge" shall mean the employees deputed by the owner. 6. The requirements of the specifications under (A) GENERAL, (B) MATERIALS shall be fulfilled

by the Contractor without extra charge i.e. the item rates quoted shall be deemed to have taken these specifications into account.

(A) GENERAL 1. Office Accommodation and WC for Contractor

The Contractor shall provide at his own expense adequate temporary accommodation and toilet facilities for his workmen and keep the same in good order. This may be done to suit site condition with the approval of Site Incharge. The above mentioned temporary structures shall be removed on the completion of work at Contractor's own cost. All materials shall belong to the contractor.

2. Boards

A board of size approximately 215cm x 200cm shall be made and put at an approved place on the site. This board shall be painted in approved colour with names of (a) The proposed construction and Owner (b) the Contractor. This shall be provided by the Contractor at his own expense.

3. Drawing, Instructions, Measurements:


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All the work shall be done according to the drawing and instruction of the Site Incharge, and the Contractor shall arrange to test materials and or portions of the work at his own cost in order to prove their soundness and sufficiency. If after any work or position of work is found to be defective or unsound, the Contractor shall pull down and re execute the same at his own cost. Defective materials shall be removed from the site.

4 Preparing & Clearing the Site

The site described and shown on the plans shall be cleared of all obstructions, loose stones and materials, rubbish of all kinds as well as brushwood. All holes or hollows whether originally existing or produced by removal of loose stone or brushwood shall be carefully filled up with earth, well rammed and levelled off as directed. Also the Contractor shall dress the site 3m (10ft) all round the building after completion, maximum cutting or filling being 30cms (12 inches). No extra shall be paid for this.

5 Trees

No trees, saplings shall be removed/cut at Site without prior permission of the Owner. If any tree has to be cut, this shall form an extra item. For the purpose of the specification, a tree shall be defined as growth whose circumference of the trunk at 30cm (1'-0") from the base is not less than 90cm (3'-0").

6 Measuring Materials

Materials requiring measuring shall be measured separately in boxes of appropriate sizes before being mixed.

7 Temporary Protection

All trenches, walls newly laid, concrete or other work requiring protection from weather or accidental injury shall be protected by means of tarpaulin or in any other way so as to keep the work immune from damage. Nothing extra shall be paid for on this matter.

8 Quality of Work

Materials, tools and plants, and workmanship shall be the best of several kinds obtainable in the market and as approved by the Site Incharge.

9 Leave Clean:

On completion, all work must be cleaned down, rubbish removed and the works and land cleared of rubbish, surplus materials. debris and other accumulations and everything left in a clean and orderly condition.

10. Samples (of Pits & OFC related Job)

Samples of each class of work required shall be submitted by the Contractor for the approval of the Site Incharge and after such approval these samples shall be deposited at a place chosen by the Site Incharge. The Contractor will be required to perform all work under the contract in accordance with these approved samples.

11. Provisional Items


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All provisional items in the schedule shall be carried out at the discretion of the Site Incharge, and may or may not form part of the contract, the rates shall be settled as for extra items as stated in the conditions of contract.

12. Storage

Safe, dry and proper storage shall be provided for all materials ( including of PLHDPE Pipes and concerned tools) particularly cement. For cement storage capacity should be equal to at least one fourth the total quantity to be used but may not exceed 40 tonne (i.e. 800 bags). If silosite is installed at the site of work the site incharge may reduce the capacity of storage.

(B). MATERIALS 13. Water:

Water shall be clean and free from oil, waste, acid or other organic matter in solution or suspension. Water shall be from municipal main or tank or well water. Storage for the water shall be of sufficient size and as directed by the site incharge. The contractor shall make his own arrangement for supply of water.

14. Earth

Earth for filling and terracing shall be free from all rubbish, organic or vegetable growth including roots, weeds etc. All clods shall be first broken down.

15. Sand

The fine aggregate (sand) shall conform to either IS 383-1970 or, IS 515-1959. Sand shall be clean river or pit sand of approved quality and free from salt, earth, dust or other impurities. Sand containing more than 4 to 6% of clay, dust and silt shall be washed with clean water. Sand for all cement concrete works must be coarse. Medium sand may be used in cement mortar for masonry, plastering, pointing etc & bituminous work of road.Sand filling in plinth, where specified may be done with fine sand. The fineness modulus of fine sand should not be less than one.

16. Portland Cement

Ordinary Portland cement shall conform to IS 269-1976. Cement should be fine. Its chemical composition, consistency, tensile and compressive strength, soundless, setting time must be according to I.S. It should be packed in gunny bags or waterproof paper bags and should be free from lumps. It should be stored in a weatherproof building on a floor at least 30cm high from floor level. It should be stacked 60 cm clear from the walls, and stored in such manner that permits of easy access of inspection. It should also stacked in not more than 6 layers high to prevent bursting of bottom bags.

17. Stone

Stone for rubble masonry shall be of the best of its kind. It shall be strong, angular, free from flakes and must be of quality approved by the site incharge. No earthy or discoloured, weather or water worm stone shall be used. Stone in foundations shall be from local quarries or from any other place as approved by the site incharge. Stone for stone masonry shall be of the type specified. It shall be hard, sound, and durable free from decay and weathering. Stone with round surface shall not be


28

used. Before starting of work, the contractor shall get the sample of stone approved by the site in charge. Size of the stones shall be as specified.

18. Cement Mortar

Cement mortar shall be of proportions specified for each type of work in the schedule. It shall be composed of Portland cement and sand. The ingredients shall be accurately gauged by measure and shall be well and evenly mixed together in a mechanical pan mixer, care being taken not to set shall be used. River sand shall be used unless otherwise specified. If hand is allowed then it shall be done in brick tanks. The gauged materials shall put in the tank and mixed dry. Water will then be added and the mixed again until it is homogeneous and of uniform colour. Required quantity of cement shall be mixed at one time and shall not be such to exceed mortar amount that can be consumed within half an hour of its mixing.

19. Coarse Aggregate

Coarse aggregate shall conform to IS 383-1970. Aggregate shall be crushed gravel or crushed rock and shall be free from vegetable matter, loam, clay & soil. If required, aggregates shall be thoroughhly washed in clean water of concreting quality (potable water) to achieve the specified freedom from contamination and to keep dust free before being used in concrete.

20. Bricks

All bricks shall be of good quality, approved by the site incharge. The bricks shall be free from grit and other impurities such as lime, iron, and other deleterious salts, well burnt, copper coloured, sound, hard, square with sharp edges and shall give ringing sound when struck with a mallet. They shall be of uniform size. No brick after 24 hours immersion in water shall absorb water more than 15% of its weight. Machine made bricks shall be of best quality and approved by the site incharge before use. Chimney made local bricks shall be of best quality available, satisfying above mentioned properties. Bricks shall have a minimum crushing strength of 105 kg/cm2.

23. Steel

The reinforcement shall be plain round bars of mild steel, deformed steel or ribbed steel as specified. Mild steel and medium tensile steel bars shall conform to IS 432-1966 (part 1), cold twisted bars shall conform to IS 1786-1979 & Hot rolled deformed bars shall conform to IS 1139-1966. The reinforcement shall be free from fillings, loose rust, mill scale, paint, oil, grease, adhering earth, or any other material that, in the opinion of the site incharge may impair the bond between the concrete and the reinforcement or that causes corrosion of the reinforcement or disintegration of the concrete. The certificates shall be required from the suppliers, for each lot of reinforcement produced, and in addition, the contractor must undertake tensile and bending tests on random samples of the reinforcement delivered to the site. All steel, which is represented by a sample, which fails to reach the minimum requirements as per schedule is to be removed from the site immediately.


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SPECIFICATION OF ITEMS 1. EARTHWORK EXCAVATION

Earthwork in excavation in trenches, foundation etc. in all kinds of soil including timbering and shoring, pumping out water from the trenches (if necessary), dressing of sides, ramming of bottom, lift upto 2.5 m stacking of excavated materials at least 1.0 m from the edge of foundation trench and then returning the stacked soil in 15cm layers when required in plinth, under floors, sides of foundation trench, consolidating and depositing the layer by ramming and watering and then disposing of all surplus excavated soil as directed within a lead of 5 km.

(a) Excavation

The foundation trenches shall be dug to the dimensions shown on the drawings and to depth at which in the opinion of the site incharge a stratum of good hard soil is met with. The excavation shall be carefully dug out to the levels, shapes and dimensions as shown or figured on the drawings or as directed by the site incharge to receive the concrete work. Should any of the excavation be taken down below the proper levels, the contractor shall fill in such excavation at his own expense with concrete well rammed in position until it is brought up to the proper levels; filling in which excavated materials will not be allowed for this purpose. No extra charge will be given for the lift of the excavated materials up to 2.5 m. The excavated earth shall be stacked at least 1.0m from the edge of foundation trench. If the trenches are made broader or longer than directed, the extra length and breadth shall be filled in, after the foundation is built, with earth rammed hard, by the contractor at his own cost. The contractor shall at his own expense make provision for all or extra excavation in slope, working spaces, including spaces for pumping, dredging or bailing out water and these trenches shall be kept free from water while the foundation work is in progress. The contractor shall also at his own cost remove such portions of boulders or rocks, as are required to make the bottom of the trench horizontal and level. Nothing extra shall be admissible for pumping and/or bailing out water unless otherwise taken separately in the schedule. The trenches or pits shall be inspected by the site in charge before the concrete is laid there in, when the trench level shall be recorded. The filling in of side of trenches or pits shall be done in not more than 15 cm layers. Each layer shall be flooded with water and rammed hard before adding the next layer. Such fillings shall be brought upto the ground level without extra charge and shall form part of the item of excavation.

(b) Timbering of Trenches

When the trenches are to be taken deep, the sides of the trenches shall be protected by erecting timber shoring and strutting as directed by site incharge. Nothing extra on this account shall be admissible unless otherwise taken separately in the schedule.

(c) Trimming and Levelling

The bottom of all excavation should be trimmed and levelled in accordance with the drawing. Bottom of the trenches shall be rammed and watered before concrete is deposited.

(d) Classification of soil

All soils shall be taken as ordinary soil unless hard work or old masonry or concrete or block kankar or running sand which requires special treatment for the purpose of excavation are met


30

with when an additional item shall be formed. Ordinary pebbles or kankar shall be taken under ordinary soil for which nothing extra will be paid.

(e) Disposal

Disposal of the surplus earth will be done within the area as directed by the owner.

Measurement

Measurement shall be the product of the exact length and width of the lowest step of the footings according to the drawing or the site incharge's instructions and the depth measured vertically. Where the ground is not level, average depth shall be taken.

2. EARTHWORK IN FILLING

Earthwork in filling in Trench in layers. This shall be done with good excavated earth, as per article 14. The excavated earth shall be filled in 30 cm layers.

Measurement

Measurement shall be in cubic metre of actual work done. For earth brought from outside, measurements shall be taken of the consolidated earth.

3. BRICK SOLING

Dry brick soling in foundation and floor with local chimney made bricks as specified under specification (civil) article 20, and laid flat or on edge with close fine points & with frog upwards on a cushion of 12mm to 25mm of sand. All bricks shall be laid closely with brake joints and the small gaps between them shall be filling up with local fine sand.

4. PLAIN CEMENT CONCRETE WORK IN FOUNDATION AND FLOOR

Plain cement concrete in foundation of walls, at Trench and floors with cement, and stone ballast including mixing, laying, finishing to approved level, lines and dimensions, curing, including centring, shuttering all complete.

(a) Materials

(i) Aggregate Broken hard stone as specified under the schedule of maximum size of 38 mm (1 1/2") in

specification (civil) article 19. (ii) Cement Portland cement as per specification (civil) article 16. (iii) Sand Sand as per specification (civil) article 15. (b) Proportion

1 parts cement, 3 parts sand, 6 parts aggregates. (c) Mixing


31

All proportions shall be by volume except cement which shall be proportioned by weight and as specified. Mixing shall be in a mechanical mixer as per specifications of reinforced concrete work. However, in special cases, hand mixing may be allowed by site incharge when the following procedure shall be adopted. The several materials shall be accurately gauged in boxes and thoroughly mixed on a water tight platform of adequate size, being turned over at least thrice till the colour is uniform and then twice wet. Water shall be added gradually and no more than necessary to sufficiently wet the materials. Only that much concrete shall be mixed which can be used within half an hour. Each stack shall however be not larger than consuming one bag of cement. All such stacks shall be placed distinct from each other. In case hand mixing is allowed, the contractor shall put in 10% more cement than specified without extra charge.

(d) Strength of Concrete

The compressive strength of the concrete at 28 days shall not be less than 100 kg/cm2 for (1:3:6) mix or such other strength as described on the drawings. The compressive strength shall be ascertained by standard tests, if descried by the site incharge.

(e) Laying

Concrete shall be laid in horizontal layers of not more than 15 cm (6") thick and gently rammed. (f) Curing

After laying, the concrete shall be kept wet for fifteen days. If cast in hot weather, it shall be covered with gunny bags which shall be kept constantly wet. Other work on concrete shall not start until after three days of laying the concrete.

Measurement

Measurement shall be in cubic metre of exact length, breadth and depth as ordered by the owner. This shall be inclusive of any centring or shuttering required to complete the items. Rate shall include all materials and labour.

5. BRICKWORK IN FOUNDATION AND SUPERSTRUCTURE

Brickwork in foundation and superstructure with approved machine made/Chimney bricks in perfect line and level, finishes including wetting the bricks, packing the joints and curing the work complete in all types of walls, columns etc in m3

(i) In cement sand mortar (1:3) (ii) In cement sand mortar (1:4) (iii) In cement sand mortar (1:6) (iv) In cement sand mortar (1:8)

(a) Materials (i) Machine made bricks/ Chimney bricks

Machine made bricks, of approved quality as per specification (civil), article 20, from brick & tile factory, Harisidhi or Bhaktapur brick & tile factory. Bricks to be used shall be immersed in clean water in a tank of sufficient size for at least 12 hours. Chimney bricks as per specification (Civil) article 20.


32

(ii) Cement Mortar

As per specification (civil) article 18 and in the specified proportions. (b) Laying

Beds of courses should be as nearly perpendicular as possible to the line of pressure. A systematic bond must be maintained throughout the whole work and perpend must be continuous in alternate courses. All bricks must be well bedded and all joints should be of uniform thickness of 10cm. The owner reserves the right to reject any brick which may have an injurious effect. All courses shall be in true level and in perfect bond and filled with mortar to provide a thoroughly water resistant structure. All brickwork should be vertical and true to line and dimension level. No chipping or rubbing of the face shall be allowed. Partitions wall of half brick shall be reinforced with 6mm m.s bars laid vertical at every three bricks and horizontally at every six layers. Brickwork, carried out shall be to true to level and in plumb. Steps left temporarily during construction, should not exceed 8 courses in depth. When brickwork of any portion is to be delayed, it must be raked back in regular steps of one course each at an angle not exceeding 45. When work has been left off at night, fillets of mortar about 38mm high should be made round the edges and water filled in. A brickwork must be kept wetted for at least 7 to 10 days. In honeycomb brickwork all bricks should have a bearing of not less than 25mm. All brickwork must be stopped during frosty weather. Newly built work should be kept well covered during frost time.

(c) Fair faced brickwork

Where wall is to be finished with a fair face, the exposed surface of brick should be free from defects and the joints should be finished flush as the works proceed. The fair faced brickwork shall be kept perfectly clean and no rubbing down of brickwork shall be allowed. Where brickwork is to be plastered, the joints shall be raked out as the work proceeds.

Measurement

The measurement of work shall be the product of length, height & thickness. All thickness of brickwork shall be measured as per drawings. Deductions for doors, windows and other openings including lintels shall be made to arrive at the net quantity of work. Nothing shall be paid extra for forming such openings. However, no deduction shall be made for areas less than 1 sq. ft. over all bearing of lintels, beams, girders and hold fasts blocks, but extra shall be paid for embedding these. Similarly, no deductions shall be allowed for rendering the flue opening specified. Brickwork covering R.C.C. structure and in continuation of the main wall, shall be measured in thickness nearest to the figures shown in the drawings. Unless otherwise nothing extra shall be admissible for cutting in brickwork to suit R.C.C. and other structures. Rate shall be inclusive of all necessary scaffolding, material, labour, curing, and keeping fair faced brickwork free from mortar at all times and cleaning the work at completion.

6. STONE BOULDER SOLING IN FOUNDATION AND FLOOR

Stone boulder soling in foundation and floor with stones of approved size and quality to specified level, lines and dimensions, all complete, in m3.

(a) Materials


33

The stone shall be hard, tough, sound and durable. No stone shall be more than 15cm in size. Size and quality of stone should be as per specification (civil) article 17, and should be approved by the owner.

(b) Laying

Stones should be laid on its natural bed to approved level. Measurement

Measurement shall be in cubic metre of exact length, breadth and depth. Rate shall include all materials, labour, etc, all complete.

7. PLAIN CEMENT CONCRETE IN FLOORING

Plain cement concrete (1:2:4) flooring with cement, sand and stone ballast, including laying in panels (the side of the panels shall be bounded with teak wood batten or flat iron bars of same size and fixed with weak mortar or with nails or hooks), providing proper slope for draining wash water, all complete, in m2.

(i) 25 mm thick P.C.C. (1:2:4:) flooring. (ii) 38 mm thick P.C.C. (1:2:4) flooring. (iii) 50 mm thick P.C.C. (1:2:4) flooring. (iv) 75 mm thick P.C.C. (1:2:4) flooring. (v) 100mm thick P.C.C. (1:2:4) flooring. (a) Materials (i) Cement

Portland cement as per specification (civil) article 16. (ii) Sand

as per specification (civil) article 15. (iii) Aggregate

Broken stones 19mm maximum size graded down, or as specified in the schedule of specification (civil) article 19.

(b) Preparation of sub-grade

The sub- grade shall be cleared of all loose earth, rubbing, and other foreign matter. If necessary the sub- grade shall then be wetted with water thoroughly, but no water pool shall be allowed. Necessary slope shall be given in the sub- grade itself. If the sub-grade is of lean concrete the flooring shall be commenced within 48 hours.

(c) Proportion

1 part cement; 2 parts sand; and 4 parts of stone aggregate by volume. The stone aggregate shall be 19mm maximum size graded down or as specified in the schedule. Grading of aggregate shall be as per reinforced concrete specification.

(d) Placing


34

The floors shall be laid to specified thickness in panels of uniform size not exceeding 1m 28 (one side not exceeding 1.2m). They shall be laid in alternate panels on different days. The edges of the panels shall be protected by flat bars of iron or teak wood batten fixed with weak mortar or with nails or hooks, their depth being equal to that of flooring. Proper slope for draining wash water shall be provided as per instruction as specified.

(e) Finishing

Compact first with wood float. The blows shall be fairly heavy but as consolidation takes place, light rapid strokes shall be given. Beating shall continue till all hollows in concrete are filled with mortar cream. Then the surface shall be trowelled till the moisture disappears. Test the surface with straight edge. The surface must be uniform in colour. Immediately after trowelling, well mixed neat cement slurry (cement and water solution) shall be sprinkled in a uniform layer at the rate of 2.2 kg. per sq.m. The cement slurry shall be trowelled smooth with a steel float. The surface shall be rubbed with carborundum stone if required to remove float mark and leave a clean smooth surface.

Measurement

It shall be measured in square metre measured from wall to wall exclusive of any finishing or as per instructions of the owner. Unless otherwise stated in the schedule of quantities, nothing extra shall be admissible for small areas and corners and work in any shape. No deductions shall however, be made for protruding or independent columns occurring in the floors, door frames embedded in floor or any other part out when the area does not exceed 0.1 m2 for each. However, nothing extra shall be allowed for the cutting involved at such places.

12. G.I. SPECIALS (TEES, BENDS, ETC.)

G.I. pipe specials(tees, bends, etc.) for rainwater, fixing with necessary pipe nails, hooks, offsets, adjustable clips, etc. as per drawing, all complete, in nos.

(i) G.I. pipe specials of 50 mm diameter. (ii) G.I. pipe specials of 100 mm diameter.

(a) Materials Galvanised iron pipe specials(tees, bends etc.) shall comply with Indian Standard

specifications.

(b) Construction As per clause no. 28. Measurement As per clause no. 28. 14. PLAIN CEMENT CONCRETE FOR R.C.C. WORKS

Plain cement concrete for R.C.C. columns, beams, slabs, lintels, footings, D.P.C. band, and for all kinds of R.C.C.works with approved quality of cement, sand and stone ballast including mixing, laying, curing, finishing etc. excluding reinforcement, centring and shuttering, all complete, in m3.

(i) Concrete of M 150 grade. (ii) Concrete of M 200 grade.


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(iii)Concrete of M 250 grade. (a) Materials

Cement :- as per specification(civil) article no.16. Sand :- as per specification(civil) article no. 15. Course Aggregate :- as per specification(civil article no. 19. Water :- as per specification(civil) article no.13. (b) Preparation of Concrete

The aggregate shall be measured by weight or by equivalent volume in approved container which shall be filled without compacting the aggregate, and accurate allowance being made for bulking due to moisture in the fine aggregate. The cement shall also be weighed or ascertained by predetermined volume. The proportion shall be as per the approved mix design. Water shall also be added by weight or by equivalent volume(as per the approved mix design) during mixing to produce a concrete having reasonable workability to enable it to be well consolidated to be worked into the corners of the shuttering and around the reinforcement to give the specified surface finish. When suitable amount of water has been determined in the mix design, the resulting consistency shall be maintained through-out the corresponding parts of the work and approved tests shall be conducted from time to time to ensure the maintenance of this consistency.

(i) Machine Mixing:-Coarse aggregate sand and cement shall be serially put into the cement concrete mixer to have the designed proportion. The machine shall then be revolved to mix the materials dry and the water shall be thereafter added gradually to the designed quantity. The mixing should be through to give a plastic mix of uniform colour.

It requires 1.5 to 2 minutes rotation for thorough mixing. Mixed concrete shall be unloaded on a masonry platform or on a sheet tray.

(ii) Slump:-Regular slump test should be carried out to control the addition of water and to

maintain the required consistency. Concrete with water exceeding the approved water cement ratio shall not be used in the work.

(c) Distribution of Concrete

The concrete shall be distributed from the mixer to the placing-in position in the works by approved means which do not cause segregation or otherwise impair the quality of the concrete.

Mixing and distributing materials shall be clean before commencing mixing and distribution of concrete, and such equipment shall be kept free from set concrete.

(d) Placing Concrete The shuttering shall be realigned and rubbish shall be removed before placing concrete.

Shuttering shall have to be wetted by approved means. The interval of mixing water to cement and aggregate to placing shall not be more than 30 minutes. Except where otherwise approved, concrete shall not be dropped from a height or handled in a manner which shall cause segregation. Accumulation of set concrete on reinforcement shall be avoided. Concrete shall be placed on its permanent position and shall not be worked along the shuttering to that position.


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Each layer of concrete, while being placed, shall be consolidated by mechanical vibration to form a dense material with all surfaces free from honeycombing and tolerably free from water and air holes or other blemishes. Any water accumulating on the surface of newly placed concrete shall be removed by approved means and no further concrete shall be placed thereon until such water be removed. Unless otherwise stated, concrete shall be placed in a single operation to the full thickness of slab, beam and similar members and shall be placed in horizontal layers not exceeding 30cm(1.00 ft) deep in walls, columns and similar members. Concrete shall be placed continuously until completion of the part of the work between construction joints as specified. Vibration and consolidation shall be done within 1.5 hours of the mixing. All concrete shall be vibrated with a high frequency vibrator of approved make, and excess vibration shall be avoided. Care shall be taken not to disturb the reinforcement by the labourers during the works.

All holes, pockets and openings for various services, fittings, etc., shall be provided as directed. All necessary inserts in concrete work for curb angles, holdfast, pipes, cable supports, brackets, coiling, clamps for light and fans, etc., shall be fixed where necessary. R.C.C. work shall have to be fixed with masonry by means of ties of 6mm bars, at intervals, as directed by the Consultant.

g) Curing

After about 24 hours of laying when concrete has begun to harden it shall be kept damp by covering with wet gunny bags or wet sand continuously for 28 days.

(h) Testing of Concrete (i) Consistency Test:-

Regular slump test should be carried out to control the addition of water and to maintain the required consistency. A rough guide of workability of concrete, in terms of slump stated hereunder can be kept in mind while designing the concrete mixes.

Type of Work Slump Value Mass concrete work - 25 to 50mm Retaining walls, thin vertical members, columns - 75 to 125mm Beams, slabs(ordinary) - 50 to 100mm (ii) Compression Test:-

Throughout the contract period, "work cube tests" are to be made from concrete drawn from newly laid concrete or concrete about to be placed in position. Such cubes shall be made in the presence of the Owner and as per the stated "Tests on Concrete".

Each cube shall be marked with the date of casting and a distinctive reference number, in accordance with a system agreed by the Owner. A record shall be kept of the position from which the concrete for each set of cubes was drawn, or to which it was about to be placed.

(iii) Structural Test:-

If in the Owner's opinion, there is a doubt as to the strength of a structure, solely or in part for the reason that the site made concrete cubes fail to attain the specified strength, or because of other circumstances, attributable to alleged negligence on the part of the Contractor, then the Consultant shall instruct of the Contractor to make a loading test on the works or any part


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thereof. If the result of the test on the works satisfactory, except where the test has been made because test cubes fail, the contractor shall reimburse for the cost of the test. If the result of the test is not satisfactory, the contractor shall bear the cost of the test and the cost of correcting any defect in accordance with the instructions of the Owner.

No concrete in one precast piece shall be placed in one operation. No piece shall be removed from the mould erected until matured sufficiently. The piece shall be raised by a string only at the points mentioned. Cracked piece shall be rejected. Pieces shall be bedded or fixed in position as instructed by the Consultant.

(i) Provision of Inserts & Prohibition of Cutting

All inserts shall be accurately fixed in position. All conduits and junction boxes and all sanitary pipes, water pipes and down pipes, within the concrete shall be laid correctly in position to the satisfaction of the Owner. No cutting of structural concrete shall be permitted.

Measurement

In calculating the contents of any R.C.C. member, for measurement purposes, the dimensions adopted shall be of concrete members exclusive of any finish. Rate shall exclude reinforcement.

(i) Columns:-

These shall be measured in cubic metre of work done according to the drawings from top of the footing to the top of roof slab in case of ground floor and from top of slab to the top of slab for all other floors. Unless specified otherwise, nothing extra shall be admissible for any odd size and for any special section and shape of columns i.e. square, rectangular, round, elliptical etc. and laid at any angle as may be shown on the drawings.

(ii) Column Footings:-

These shall be measured in cubic meter of the concrete work done as per design/drawing. Unless specified otherwise, nothing extra shall be admissible for any particular shape of the footing.

15. STEEL REINFORCEMENT

Steel reinforcement bar tested including straightening, cleaning, cutting, bending, binding with 16-20 S.W.G. Annealed typing wire and fixing in position as per drawing, all complete, in tonne.

(i) Mild steel round bar of all sizes. (ii) Deformed or ribbed bar of all size. (a) Materials:-

With respect to manufacture, quality, physical properties, and related requirements, reinforcement of the foregoing descriptions shall comply with appropriate parts if IS standards Nos. 432-1966 and IS 1786-1966 for mild steel and torsteel respectively. Tested Torsteel of M/S Himal Iron and Steel(P) Ltd. or of equivalent manufacture conforming to above respective standard can be used. Tested "Torkari" deformed bar or of size & type as specified by drawing can be used for distribution/links, stirrups etc.

(b) Certificates and Tests for Reinforcement


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For each consignment of bar reinforcement used in the works, the contractor shall, if required, supply a certificate giving the ultimate strength, yield stress and elongation and the result of the bond test for each type and each size of bar wire. Tests for the purpose of obtaining the information shall conform the Indian Standards, For each consignment of twisted bars used in the works, the contractor shall supply the Consultant with a further certificate warranting that all the bars in the consignment are made from mild steel complying with Indian Standard specifications.

If reinforcement be supplied for which the makers' test sheets or other records are not available, or where in the Owner's opinion the material has been subject to corrosion or other deleterious effects, the Owner shall select as many test pieces as he thinks necessary, and the contractor shall supply and deliver the test pieces, free of cost and without reimbursement shall pay the cost of preparing and testing them.

(c) Dimensions & Weight of Reinforcement

The size of a reinforcement bar or wire described in the working drawings or elsewhere shall be minimum and the rolling margin and other tolerance shall be above this size. The length of a reinforcement bar shall not be less than the length on the drawing or elsewhere and shall not be more than 5cm(2 in.) in excess of that length.

The unit weight of steel bars used shall not be less than the following figures: 6mm dia mild steel = 0.222 kg/MT 8mm dia steel bars = 0.395 kg/MT 10mm dia steel bars = 0.617 kg/MT 12mm dia steel bars = 0.890 kg/MT 16mm dia steel bars = 1.578 kg/MT 20mm dia steel bars = 2.50 kg/MT 25mm dia steel bars = 3.854 kg/MT 32mm dia steel bars = 6.313 kg/MT

Rates shall be inclusive of wastage, chairs etc and variations in weight as per I.S.I. Specifications.

(d) Bending Reinforcement

Reinforcement bars shall be bent by approved means producing gradual and even motion. Bars shall comply with the dimensions described in the drawings. Overall dimensions of bent or internal dimensions of bindings or the like shall be within a tolerance of 32mm (1 1/4"). Any discrepancy or inaccuracy found by the Contractor in the drawings or other documents shall be immediately reported to the Owner, whose interpretation and requirements relating thereto shall be accepted. The internal radius of bends shall not be less than twice the size of the bars unless described to the contrary on the bending lists or elsewhere in the drawing. Hooks and other end anchorage bends for mild steel shall be bent to an internal radius of twice the size of the bars unless described to the contrary on the bending lists or elsewhere in the drawing. Hooks and other end anchorage bends for mild steel shall be bent to an internal radius of twice the diameter of the bar for bars up to 25mm dia & 3 times the dia of bars above 25mm dia. This internal radius of the bends at corners of binders or stirrups of links shall be half the size of the bar embraced by the binder stirrups or links.

(e) Reinforcement shall be accurately fixed and, by approved means, maintained in the position

described. Bars intended to be in contact shall be securely wired together at all such points


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with no. 16 to 20 gauge annealed soft iron tying wire. Binders, stirrups and links shall tightly embrace the bars with which they are intended to be in contact and shall be securely wired or, if approved, spot-welded.

Reinforcement shall be lapped, joined or spliced only at the positions described. Splices and

the like found to be necessary elsewhere shall be formed only if and as instructed.

Where practicable, bars in each member shall be assembled and fixed in the form of a rigid cage or skeleton before placing in the mould or shuttering.

Immediately before concreting, the reinforcement shall be checked for position, cleanliness, freedom from rust, or retarding liquid. Means shall be taken to ensure that reinforcement remains correctly in position with required cover during the placing and consolidating of the concrete.

Reinforcement, projecting from work being concreted or already concreted, shall not be bent out of its correct position for any reason unless approved, and shall be protected form deformation or other damage. Reinforcement left projecting for bending with future extensions shall be thoroughly coated with cement grout wash or encased in concrete or otherwise protected from corrosion as instructed.

(f) Cover of Concrete and Spacing of Bars

Cover of concrete and spacing of bars shall be as per diagrams or as per IS 456-1978. Measurement and Rate for Reinforcement

For the purpose of ascertaining payments due to the Contractor, the basis of measurements of bar and wire reinforcement used in the works shall be the calculated weight in kg. which shall be computed form the sizes and lengths of the bars and wires described in the working drawings or elsewhere No allowance in the weight shall be made for cutting to waste, rolling margin, extra length or other tolerances. Nothing extra whatsoever, shall be admissible on bars 12mm and below, rolled in weights higher than the standard weights, even if purchased by the contractor directly from the market on actual weight basis. The contractor is deemed to have taken this factor into consideration and quoted accordingly in the tender. The Contractor's rate for unit weight, of bar reinforcement shall be deemed to include all allowances omitted in calculating the weight and for any other tolerance, and for providing tying wire, spacer bars, and cover blocks as specified hereinafter for carriage and handling, for bending, hooking, cranking, and for fixing and maintaining in the correct position in the works.

Standard laps of the lengths as shown in the drawings or as instructed at site shall be admissible. Standard hooks shall be added to the finished length to arrive at the length of the bar for cutting and measurement. No hooks are required for ribbed or tor steel.

The details of reinforcement according to the drawings are to be prepared by the contractor. It shall have to be approved by the Site Incharge before the execution of the work.

16. FORM WORK

Centring and shuttering with approved materials for all kinds of R.C.C.works, including all necessary propping, scaffolding, staging supporting, cutting holes for utilisation works etc. all complete, in m2.


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(a) General Requirements

(i) The formwork should have sufficient strength to carry the dead weight of the concrete and live loads which are likely to be present during the construction stage.

(ii) All joints in formwork should be stiff so that the deformation caused by the dead and live loads shall be a minimum. All joints shall be watertight to prevent loss of liquid from the concrete.

(iii) Surface of the formwork shall be plane or as per the requirements, so that after removal of formwork, it should not prove costly to finish the surface concrete.

(iv) The formwork should be as light as possible.

(v) Vertical strutting shall be carried down to such construction as is sufficiently strong to carry the required support without injury.

(vi) All rubbish, chipping, shavings and sawdust shall be removed from the interior of the forms before the concrete is placed and suitable wash- out holes shall be provided to facilitate this and the formwork in contact with the concrete shall be clean and thoroughly wetted and treated with an approved mould oil. In normal circumstances, forms may be struck off after expiry of 21 days for all structures or the shuttering shall have to be kept for a period as per the written instruction of the Site Incharge. The designed live load shall not be allowed on any structure before 23 days.

Connections shall be constructed to permit easy removal of the shuttering and shall be either nailed, screwed, bolted, clamped, wired or otherwise secured so as to be strong enough to retain the correct shape during consolidation of the concrete. Holes shall be made good after removal of the bolt. The deflection shall not exceed 3mm(1/8"). Bottom of beams, boxes shall be built with an upward camber of 6mm(1/4") for every 3m(10ft.) span. The design for shuttering shall be submitted for approval, when asked. The shuttering for beams and slabs shall be erected so that the shuttering on the sides of beams and of the soffits of slabs can be removed without disturbing the beam bottoms. Repropping of beams shall not be done except when, with the approval of the Owner, props be rein-stated in anticipation of loads in excess of the design load. Vertical props shall be supported on wedges, or other measures shall be taken whereby the proper can be gently lowered vertically when commencing the removal of the shuttering. Props for and upper storey shall be placed directly over those in the storey immediately below and the lowest prop shall be sufficiently strong to carry the load. The shuttering for a column is erected to the full height of the column. Before placing the concrete, bolts and fixings shall be in position and cores and other devices used for forming openings, holes, pockets, recess and other cavities shall be fixed to the shuttering. No holes shall be cut in any concrete unless approved. The contractor shall install all shuttering and shall be entirely responsible for the design and erection of adequate form work of sufficient strength necessary for construction.

(b) Removal of Shuttering

Shuttering shall be removed with the utmost care by gradual easing without jarring. Before removal of shuttering, the concrete shall be properly examined by a competent supervisor, care being taken to check props, necessary for additional incidental loads even after removal of forms. The contractor shall record the date of concreting. The assessment of the period elapsing between placing the concrete and removing the shuttering and consequences arising thereof shall be the contractor's entire responsibility.


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The shuttering for the part of structure suspended form concrete placed subsequently to that, in or on the shuttering concerned shall not be removed until the supporting concrete has matured and such shuttering shall be prominently marked as a warning against premature removal.

(c) Finishes

Honeycombed surfaces shall be made good immediately upon removal of the shuttering, and superficial water and holes shall be filled in. Unless instructed to the contrary, the blemishes shall be rubbed down. All honeycombing shall be made good with cement mortar(1:2). Cement mortar shall have to be done at surfaces when required to do so by the Owner.

Measurement

Measurement shall be in square metre, of work done. Rate shall include all materials and labour, all complete.

17. BRICKWORK FOR WALL

Brickwork for 100 mm thick wall with hollow concrete bricks in perfect line and level, finishes, including wetting the bricks, packing the joints, curing the works all complete, in m2.

(i) Brick work in (1:4) cement sand mortar. (ii) Brick work in (1:6) cement sand mortar. (a) Materials

(i) Bricks: - Machine made bricks from Brick and Tile Factory as per specification. (ii) Mortar: - Cement sand mortar of specified proportions (1:4) or (1:6) as per specification

(civil) article no.18. (b) Laying, Curing, Finishing Laying, curing, finishing of brickwork shall be as per clause no.6. Measurement Measurement shall be in square metre of work done. Rate shall include all materials, laying,

curing, finishing, scaffolding labour etc. all complete. 18. CEMENT SAND PLASTERING

Cement sand plastering on floor, wall, ceiling etc. of good finish including raking the joints, wetting the surface and curing the work all complete, in m2.

(i) 12mm thick cement sand plaster (1:3) (ii) 12mm thick cement sand plaster (1:4) (iii) 12mm thick cement sand plaster (1:6) (iv) 20mm thick cement sand plaster (1:3) (v) 20mm thick cement sand plaster (1:4) (vi) 20mm thick cement sand plaster (1:6) (vii) 25mm thick cement sand plaster (1:4) (viii) 25mm thick cement sand plaster (1:6) (ix) 30mm thick cement sand plaster (1:4) (x) 30mm thick cement sand plaster (1:6)


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(a) Materials

(i) Cement:- Portland cement as per specification (civil) article no. 16.

(ii) Sand:- River or pit sand as per specification (civil) article no. 15. (b) Proportion As specified in the schedule. (c) Mixing In specified proportion as per specification (civil) article no.18. (d) Plastering

The joints in the brick work shall be raked out to a depth of 12mm (0.5") if it has not already been done; and the surface watered and cleaned of all dust and dirt. Concrete surfaces shall be properly hacked to get adequate key. The mixture shall be applied evenly with force on the surface to be plastered. The plaster shall be of thickness as specified in the schedule. The surface shall be finished at once by being rubbed over with trowel till the cement appears on the surface. All corners, angles and junctions shall be truly vertical and horizontal as the case may be and carefully and neatly finished. Rounding of corners and junctions where required shall be done without extra charge. The finished plaster shall then be left to cure for 10 days.

Measurement

It shall be done in square metre of the surface over which the plaster has been done. The thickness of the plaster shall not be taken into account except for independent columns where the measurement shall be of finished surface allowing 12mm over the designed dimensions. Opening shall be deducted in full, and jambs and soffits shall be allowed. Openings less than 1 sq.m.(10 sq.ft.) shall not be deducted and nothing extra shall be paid for finishing jambs, soffits and the sides of such openings. Unless otherwise specified, nothing extra shall be allowed for plaster on independent columns and beams, short width or on curved surfaces.

19. CEMENT SAND PUNNING

Element sand punning on floor, skirting, dado, etc. wetting the surface, mixing, laying and rubbing with steel trowel to a hard, smooth and shining surface and curing for a quality finish nett all complete in m2.

(i) 3mm thick cement sand punning (1:1) (ii) 3mm thick cement sand punning (1:2) (a) Material

(i) Cement:- Portland cement as per specifications (civil) article no.16.

(ii) Sand:- River sand as per specification (civil) article no. 15.

(b) Proportion As specified in the schedule.


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(c) Mixing in specified proportion as per specification(civil) article no.18. (d) Punning

Before applying cement sand punning, the first coat should be swept clean of any dust or loose particles. The average thickness of punning shall not be less than 3mm. The pattern of the surface should be as per instructions of the Owner. The coat shall be finished by rubbing with a steel trowel and any depression shall be filled in and rubbed to a shining surface. All corners and edges shall be rounded. The contractor shall prepare a sample square metre of the punning as per instructions of the Owner until the quality, texture and finish required is obtained and approved by the Consultant, after which all punning executed shall conform with the respective approved sample. All punning shall be finished smooth, even and truly level and as per instructions of the Consultant. The punning shall be kept wet for 7 days.

Measurement

The measurement shall be taken in square metre for the finished surface. The rate shall include all the materials and labour, complete.

20. COLOURING/PAINTING

Inside and outside painting with approved colour and paints to give uniform colouring after rendering the surface clean and moist.

Inside and outside colouring with water proof cement paint like super Snowcem, Durocem in two coats, all complete, in m2.

(a) Materials

All the painting materials shall be only ready mixed type in sealed tins of approved makes. Waterproofing cement paint shall be obtained from approved brand manufacturers as specified.

(b) Delivery and Application of Paint

All materials required for the work are to be delivered to the site in their containers with seal, etc., unbroken and are to be clearly marked with manufacturer's name and trade marks and a description of contents and colour.

Paint shall be mixed and applied strictly in accordance with the manufacturer's instructions and with the approval of the Owner. All materials shall be stored at the site of work. All paints shall be applied by means of a brush.

(c) Addition to Paints

The only addition which will be allowed to be made locally will be liquid thinner supplied or recommended according to the manufacturer's instructions and none shall be thinned more than as approved by the Owner.

(d) Application


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Before painting is commenced on surface, all dirt and foreign matter shall be completely removed. The surface shall be sprayed several times with a few minutes interval between each spraying, to allow the moisture to soak into the surface. Cement paint solution shall be applied to the surface with hair brushes in a number of coats to get uniform finish. After the first coat of the paint has hardened, it shall be cured with water at least for 24 hours before the second coat is applied. Similarly, required number of coats(minimum two) or as specified shall be given to get a uniform colour. It shall be kept damp at least for seven days.

Measurement

Measurement shall be in square metre of the actual covered area. Nothing extra shall be allowed for painting any rough surface e.g. external-sand-faced plaster or work in short width or surfaces in any shape. Rate shall include scaffolding etc., and should include all materials and labour, all complete. Paint shall be mixed and applied strictly in accordance with the manufacturer's instructions and with the approval of the Owner. All materials shall be stored at the site of work. All paints shall be applied by means of a brush.

(c) Addition to Paints

The only addition which will be allowed to be made locally will be liquid thinner supplied or recommended according to the manufacturer's instructions and none shall be thinned more than as approved by the Consultant.

(d) Application

Before painting is commenced on surface, all dirt and foreign matter shall be completely removed. The surface shall be wetted by sprinkling of water with fine spray. The surface shall be sprayed several times with a few minutes intervals between each spraying, to allow the moisture to soak into the surface. Cement paint solution shall be applied to the surface with hair brushes in a number of coats to get uniform finish. After the first coat of the paint has hardened, it shall be cured with water at least for 24 hours before the second coat is applied. Similarly, required number of coats(minimum two) or as specified shall be given to get a uniform colour. It shall be kept damp at lease for seven days.

21. ENAMEL PAINTING ON CONCRETE SURFACE

Painting with enamel (ready made) paint of approved colour in two coats over one coat of primer for high class finish, all complete in m2.

(a) Materials

Primers and Paints :-

Primer and paints shall be of approved quality and of approved manufacture, as specified. These materials shall be ready mixed and in sealed tins with required quantity stocked at site.

(b) Preparation of the Surface

All surfaces shall be thoroughly cleaned. The latter should consist of two parts of whiting (powdered chalk), one part of white lead mixed together in double boiled linseed oil and well kneaded. The surface thus treated shall be allowed to dry up and then sand papered. Otherwise a ready made approved putty may be used.

(c) Application


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After preparing the surface, the priming coat shall be applied with hair brushes. Thereafter a top coat shall be applied. Another coat shall be applied after the previous coat is dry. Care should be taken that dust or other foreign materials do not settle or otherwise disfigure the various coats.

In following the above procedure, the materials to be used will depend upon the type of paint specified and only such materials as are consistent with a particular type and brand shall be used. The same brand of materials will be used for various coats. All paints shall be used and applied as per manufacturer's specification. The paints shall be applied with bristle brushes and not horse hair ones. The paints shall be applied in the thinnest possible layers with parallel drawings, no flowing down shall be allowed.

Measurement

The measurement shall be taken in square metre for the finished surface. The rate shall include all the materials and labour, complete.

Rate shall include all materials primers and 2 coats of paints, necessary scaffolding, labour, etc. complete.

22. GI pipe & Steel Angles

� GI pipe:

The Contractor has to supply GI pipes and other Steel related materials on his own , satisfying the spec of the NT.

Quality of GI Pipe: Medium, galvanized, 110 mm GI pipe Supply of GI pipe, Brackets, Nails, Bolts

Specification of GI Pipe G.I.Pipe, 110mm diameter shall comply to IS: 1239(Part-1) 2004/BS: 1387/85 Thickness is 3.6mmm. Pipe shall be hot dip galvanized.

� Steel Angles:

The Contractor should supply all the Steel angle related materials (as per instruction) for making frames to support GI/DWC pipe at Bridge/Culvert.

The steel angles should be hot dip galvanized and should comply with clause No 5.2.9.10 General Technical Specification Part I of Civil Specification NT.

23. GI Wire

Medium Quality Commercial GI Wire for making Gabion walls.

24. STONE MASONRY WORK

Providing & Laying stone masonry with Cement/sand mortar (1:4) including scaffolding, curing, filling, cleaning & raking out of mortar joints making ducts, recesses where required including all materials, labour, lead & lift all complete as per Drawing provided, specification and Approval of Engineer.


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Part VIII

Drawings