eyhu cflr;ksa esa vk/kkjhkwr lajpuk fodkl dk;z gsrq ekxznf'kzdk

Transcription

1 uxj fodkl,oa vkokl fohkkx fcgkj ljdkj eyhu cflr;ksa esa vk/kkjhkwr lajpuk fodkl dk;z gsrq ekxznf'kzdk uxj lsok gsyiykbzu % fnlacj 2013

2 uhrh'k dqekj eq[;ea=h] fcgkj lans'k jkt; ds yxhkx lhkh 'kgjksa esa] vf/kdka'k xjhc eyhu cflr;ksa esa fuokl dj jgss gsa tks cqfu;knh lqfo/kkvksa ds vhkko esa o"kksza ls ukjdh; thou th jgs gsaa uxj fodkl,oa vkokl fohkkx us bu eyhu cflr;ksa esa cqfu;knh lqfo/kk,sa fodflr djus dh tks igy dh gs og ljkguh; gsa eq>s iw.kz fo'okl gs fd vk/kkjhkwr lajpuk ds dk;z uxj fudk;ksa ds ek/;e ls iw.kz djkus ds fy, tks fn'kkfunsz'k tkjh fd;s tk jgs gsa muls u dsoy leqnk; dh Hkkxhnkjh lqfuf'pr gksxh cfyd de ykxr esa vpnh xq.koùkk ds vk/kkjhkwr lajpuk ds dk;z iw.kz gksus ds i'pkr clrh ds xjhc yksxksa ds thou Lrj esa Hkh lq/kkj gksxka bu fn'kkfunsz'kksa esa is;ty gsrq pkikdy fuekz.k,oa izr;sd?kj esa 'kkspky; ds fuekz.k dh fteesnkjh eyhu clrh dh efgykvksa dks nh xbz gs mlls clrh dh efgykvksa esa fuf'pr :i ls vkre fo'okl tkx`r gksxka eq>s iw.kz fo'okl gs fd uxj fodkl,oa vkokl fohkkx dk ;g vuwbk iz;kl vo'; lqy gksxka (uhrh'k dqekj)

3 eyhu cflr;ksa esa vk/kkjhkwr lajpuk fodkl dk;z gsrq ekxznf'kzdk fcgkj ljdkj ds uxj fodkl,oa vkokl fohkkx }kjk fcgkj jkt; eyhu clrh uhfr tkjh djus ds ckn jkt; dks eyhu clrh foghu jkt; cukus ds lius dks lkdkj djus ds mn~ns'; ls ljdkj us ewyhkwr lqfo/kkvksa ls lacaf/kr dk;zøeksa ds dk;kzuo;u gsrq lkeqnkf;d lghkkfxrk lqfuf'pr djus ij cy fn;k gsa eyhu clrh;ksa esa ewyhkwr lqfo/kk,a miyc/k ugha gksus ds dkj.k clrhoklh fo"ke ifjflfkfr esa thou O;rhr dj jgs gsaaaaa bu ifjflfkfr;ksa esa lq/kkj ykus ds fy, dk;zdzeksa ds lapkyu esa leqnk; vk/kkfjr laxbuksa ;Fkk lkeqfgd fodkl lfefr (SVS)] uxj fudk;] Lo;alsoh lalfkkvksa rfkk r`rh; i{k fujh{k.k,tsulh dh egroiw.kz Hkwfedk gksxha fueufyf[kr ekxznf'kzdk ewyhkwr lqfo/kkvksa ls lacaf/kr dk;zøeksa ds fø;kuo;u dh :ijs[kk iznku djrh gsa 1. leqnk; dh Hkkxhnkjh rfkk lkeqnkf;d laxbuksa ds fuekz.k] iks"k.k] fuca/ku rfkk {kerko)zu gsrq uxj fodkl,oa vkokl fohkkx }kjk tkjh fd;s x;s ekwinamksa ds vuqlkj uxj fudk;] Lo;alsoh lalfkkuksa dk p;u djsxka bu lalfkkuksa dks cflr;ksa dh lw{e ;kstuk (Microplan) cukus dk dk;z Hkh fn;k tk;xka leqnk; ds lkfk feydj Lo;alsoh lalfkk vko';d tu lqfo/kk miyc/k djkus gsrq vk/kkjhkwr lajpuk fodkl dk;ksza ;Fkk O;fDrxr 'kkspky;] lkeqnkf;d 'kkspky;] is;ty O;oLFkk] lkoztfud izdk'k O;oLFkk] lm+d,oa ukyh] lkeqnkf;d Hkou br;kfn dh lahkkouk dk vkdyu djsaxsa bl dk;z esa uxj fudk; esa dk;zjr fu;qä lkekftd fodkl inkf/kdkjh ¼SDO½,oa vfhk;urk Lo;alsoh lalfkk dks rduhdh :Ik ls lg;ksx iznku djsaxsa vkdyu djrs le; bl ckr dk fo'ks"k /;ku j[kuk gksxk fd miyc/k jkf'k ls vf/kd ls vf/kd fodkl dk;z fd, 01

4 tk,sa vksj vuko';d dk;ksza esa jkf'k dk nq:i;ksx u gks] tsls ukyh dks vko';d u gks rks <+dsa ugha rfkk ladjh xfy;ksa esa,d rjq gh ukyh dk fuekz.k djsaa ;g /;ku j[kk tk, fd lhesuv daøhv o bzvksa dk iz;ksx vko';drkuqlkj gh fd;k tk, rfkk vu; fodyiksa dk iz;ksx Hkh fd;k tk,a lhkh cflr;ksa ds fodkl dk;ksza esa,d:irk ykus,oa Rofjr xfr ls izkddyu cukus ds fy, ekwmy MªkbZax,oa ekwmy izkddyu rs;kj fd, x;s gsa ftudk mi;ksx dj eksds ij fd, x;s ekih ds vuqlkj izkddyu rqjur cuk;s tk ldsaxsa 3. uxj fudk; ls lw{e ;kstuk ¼Microplan½ Lohd`r gksus ds i'pkr uxj fudk; esa fu;qdr vfhk;ark Lye esa izlrkfor dk;ksza ds izkddyu vf/kd ls vf/kd 7 fnol esa rs;kj dj dk;zikyd vfhk;urk uxj fudk; dks izlrqr djsaxsa ;fn fdlh uxj fudk; es dk;zikyd vfhk;ark fu;qdr ugha gsa rks izkddyu] dk;zikyd vfhk;ark] ftyk uxj fodkl vfhkdj.k ¼DUDA½ dks rduhdh Lohd`fr gsrq izlrqr fd;k tk ldrk gsa 4. ;kstukvksa dh rduhdh Lohd`fr esa foyec u gks blds fy, eq[;ea=h lesfdr 'kgjh fodkl ;kstuk ¼eq[;ea=h uxj fodkl ;kstuk½ ds vuq:i dk;zikyd vfhk;urk vius vf/kdkjksa dk iz;ksx djrs gq, 50 yk[k :i;s rd ds izkddyu dh rduhdh Lohd`fr 7 fnol ds vunj tkjh dj iz'kklfud Lohd`fr gsrq la;qä lfpo] uxj fodkl fohkkx&lg&funs'kd] fcgkj uxj fodkl vfhkdj.k ¼BUDA½ dks vxzsf"kr djsaxsa 5. ;fn fdlh eyhu clrh dh ;kstuk dh izkddfyr jkf'k 50 yk[k :i;s ls vf/kd gs rks dk;zikyd vfhk;urk 3 fnol ds vunj izkddyu dh rduhdh Lohd`fr gsrq v/kh{k.k vfhk;urk] fcgkj uxj fodkl vfhkdj.k (BUDA) uxj fodkl fohkkx dks izsf"kr djsaxsa v/kh{k.k vfhk;urk] dk;zikyd vfhk;urk ls izkir izkddyu ij rduhdh Lohd`fr vf/kdre 10 fnol esa tkjh dj iz'kklfud Lohd`fr gsrq la;qdr lfpo] uxj fodkl fohkkx dks vxzsf"kr djsaxsa 6. rduhdh Lohd`fr tkjh djrs le; fcgkj ih-mcyq-mh- dksm ¼PWD Code½,oa eq[;ea=h lesfdr 'kgjh fodkl ;kstuk ¼eq[;ea=h uxj fodkl ;kstuk½ ds lecu/k esa foùk fohkkx ds ladyi la- 3828] fnukad esa fn, x;s izko/kkuksa dk fo'ks"k /;ku j[kuk gksxka ftu vkbvel dh nj jkt; ds fohkkxksa dh fdlh,l-vks-vkj- ¼SOR½ esa miyc/k ugha gsa mu vkbvel dh nj Mh-th-,l-,.M Mh- ¼DGS&D½ }kjk vuqeksfnr nj ij vk/kkfjr gksxha ftu vkbvel dh nj jkt; ds fohkkxksa dh fdlh,l-vks-vkj- ¼SOR½ esa miyc/k ugha gs vksj u gh Mh-th-,l-,.M Mh- ¼DGS&D½ }kjk vuqeksfnr gs mu vkbvel dh nj lh-ih-mcyq-mh- ¼CPWD½ dh,l-vks-vkj- ¼SOR½ ls yh tk ldrh gsa (Ref. clause 103 A of PWD Code) (ykbzu ikj fetkziqj] okmz ua- 19] uoknk dk Lye % fuekz.k ds igys) 03

5 ;kstuk ds fø;kuo;u gsrq ;kstuk dks nks Hkkxksa esa ck Vk tkuk pkfg,a izfke Hkkx esa eyhu clrh esa izlrkfor O;fDrxr 'kkspky;,oa gsumiei dk fø;kuo;u fucaf/kr lkeqfgd fodkl lfefr (SVS) }kjk fd;k tk,xka blds fy, Lohd`r izkddyu jkf'k dh 10 izfr'kr jkf'k uxj fudk; }kjk lkeqfgd fodkl lfefr (SVS) ds fo'ks"k csad [kkrs ftlesa dsoy eyhu clrh esa vk/kkjhkwr lajpuk fodkl dk;ksza ls lecfu/kr jkf'k dk gh vknku iznku gksxk esa crksj vfxze tek djk nh tk;xha tek dh x;h jkf'k ds O;; dk iw.kz fooj.k lkeqfgd fodkl lfefr (SVS) }kjk uxj fudk; ds vfhk;ark dks fu/kkzfjr izi= esa izlrqr djus ij izkddyu jkf'k dh 30 izfr'kr jkf'k f}rh; fdlr ds :Ik esa lkeqfgd fodkl lfefr (SVS) ds fo'ks"k csad [kkrs esa tek dj nh tk,xha mugsa 30 izfr'kr jkf'k dk iw.kz fooj.k izlrqr djus ij 30 izfr'kr jkf'k r`rh; fdlr ds :Ik esa,oa r`rh; fdlr dh jkf'k dk iw.kz fooj.k miyc/k djkus ij 'ks"k 30 izfr'kr jkf'k vfure fdlr ds :Ik esa lkeqfgd fodkl lfefr (SVS) ds fo'ks"k csad [kkrs esa tek dj nh tk,xha dk;z iw.kz gksus dss i'pkr lkeqfgd fodkl lfefr (SVS) }kjk iw.kz fooj.k ds lkfk mi;ksfxrk izek.k i= uxj fudk; dks miyc/k djk;k tk,xka f}rh; Hkkx esa vu; dk;z tsls lm+d] ukyh] lkeqnkf;d 'kkspky;] lkeqnkf;d Hkou,oa LVªhV ykbv uxj fudk; vius Lrj ij bz&vsamfjax ¼e-tendering½ ds ek/;e ls Bsdsnkj dk p;u dj iw.kz djk;saxsa blds fy,,d eyhu clrh dh iw.kz ;kstuk dh iz'kklfud Lohd`fr tkjh gksus dh frffk ls 30 fnuksa ds vunj fufonk izfø;k iw.kz dj l{ke inkf/kdkjh ¼dk;Zikyd vfhk;urk vfkok v/kh{k.k vfhk;urk vfkok eq[; vfhk;urk] uxj fodkl fohkkx½ ls vuqeksnu ds i'pkr dk;zikyd vfhk;urk] uxj fudk; vfkok dk;zikyd inkf/kdkjh] uxj fudk; }kjk dk;kzns'k tkjh fd;k tk,xk vksj p;fur Bsdsnkj dks dk;z 'kq: djus ds fy, vf/kd ls vf/kd 15 fnuksa dk le; fn;k tk,xka fufonk izfø;k bz&vsamfjax ¼e-tendering½ ds ek/;e ls iw.kz dh tk,a 9.,d eyhu clrh esa izlrkfor lhkh dk;ksza ds izkddyu dks,d ;kstuk le>k tk, ftldh rduhdh Lohd`fr] jkf'k o`f) dh Lohd`fr rfkk fufonk dh Lohd`fr vkfn fcgkj ih-mcyq-mh- dksm ¼PWD Code½ rfkk eq[;ea=h lesfdr 'kgjh ;kstuk ds lecu/k esa foùk fohkkx ds ladyi la- 3828] fnukad ds izko/kkuksa ds vuqlkj nh tk,a 10. ;fn bl ekxznf'kzdk esa fn, x;s izko/kkuksa,oa fcgkj ih-mcyq-mh- dksm ¼PWD Code½ ds izko/kkuksa esa fojks/kkhkkl gks rks fcgkj ih-mcyq-mhdksm ¼PWD Code½ ds izko/kkuksa dks gh lgh ekuk tk,a 11. ;fn fufonk vkeaf=r djus dh frffk,oa rduhdh Lohd`fr tkjh djus dh frffk ds e/;,l-vks-vkj- ¼SOR½ dh njksa esa la'kks/ku gksrk gs vksj U;wure fufonk dh jkf'k ch-vks-d;q- ¼BOQ½ jkf'k ls 10 izfr'kr ls vf/kd u gks rks la'kksf/kr rduhdh Lohd`fr dh vko';drk ugha gksxha (Ref: clause 292 (XVI) part (i), 293 (XIV) part (i) and 294(VIII) of State PWD Code) 12. ;fn fdlh dkj.ko'k rduhdh Lohd`fr tkjh djus ds i'pkr fdlh vkbve dh ek=k 10 izfr'kr rd c<+rh gs rks dk;zikyd vfhk;ark (ykbzu ikj fetkziqj] okmz ua- 19] uoknk dk Lye % fuekz.k ds nksjku) 05

6 uxj uxj fodkl vfhkdj.k ¼DUDA½ bldh Lohd`fr tkjh dj ldsaxsa ;fn fdlh vkbve dh ek=k 10 izfr'kr ls vf/kd,oa 15 izfr'kr rd c<+rh gs rks bldh Lohd`fr v/kh{k.k vfhk;urk ls izkir djuh gksxha ;fn fdlh vkbve dh ek=k 15 izfr'kr ls vf/kd,oa 25 izfr'kr rd c<+rh gs rks bldh Lohd`fr eq[; vfhk;ark] uxj fodkl fohkkx ls izkir djuh gksxha bl nksjku dk;z dks :dok;k ugha tk,a [Ref: Clause 292(XVIII) part (xii), 293(XVII) and 294 (IX) part (xvii)] 13. osls rks fø;kuo;u ds nksjku vkbve 'kkfey djus ds fy, izksrlkfgr ugha fd;k tk jgk gs] fqj Hkh ;fn fo'ks"k ifjflfkfr esa vko';d gks rks u;s vkbve dk izkddyu 10 fnol ds vunj l{ke inkf/kdkjh ls Lohd`r djus ds Ik'pkr gh fø;kfuor dh tk;sa [Ref: Clause 292(XVIII) part (xii), 293 (XVII) and 294 (IX) part (xvii) of PWD Code)]. 14. Pkwafd izr;sd O;fDrxr 'kkspky; dh ykxr esa ykhkkfkhz dk Hkh va'knku 'kkfey gs] blfy, O;fDrxr 'kkspky; ds izkddyu esa ls 1500 :Ik;s izfr ykhkkfkhz dh jkf'k?kvk dj izkddyu Lohd`r fd;k tk,xka va'knku dh jkf'k lkeqfgd fodkl lfefr ¼SVS½ }kjk izr;sd ykhkkfkhz ls izkir dh tk,xha va'knku dh jkf'k uxn vfkok Je ds :Ik esa Hkh gks ldrh gs] ftldh lwpuk izr;sd ykhkkfkhz ls ml clrh dh lkeqfgd fodkl lfefr ¼SVS½ }kjk ;kstuk dh Lohd`fr ls iwoz gh,df=r dh tk,xha ykhkkfkhz va'knku ds nks fodyi gks ldrs gsaa (v) fodyi&1 % ykhkkfkhz 1500@&#- uxn ml clrh dh lkeqfgd fodkl lfefr ¼SVS½ dks tek djk nsxka (c) fodyi&2 % ykhkkfkhz O;fDrxr 'kkspky; dh uhao,oa fiv ¼,d ;k nks tks Hkh mfpr gks½ dh [kqnkbz dk dk;z vfuok;z :Ik ls iwjk djsxk vksj lkfk gh 1000@&#- Hkh uxn ml clrh dh lkeqfgd fodkl lfefr ¼SVS½ dks tek djk nsxka mijksdr nksuksa fodyiksa ds ekeys esa va'knku dh uxn jkf'k lkeqfgd 06 fodkl lfefr ¼SVS½ ds fo'ks"k csad [kkrs esa tek dh tk,xha 15. Bsdsnkj }kjk dk;z djus ds nksjku fudk; ds vfhk;ark] r`rh; i{k fujh{k.k,tsulh ds izfrfuf/k,oa clrh dh lkeqfgd fodkl lfefr ¼SVS½ dh v/;{k vfkok ukfer,d lnl; nsfud :Ik ls fujh{k.k dj xq.korrk dh tkwap djsaxsa dk;z dh xq.korrk esa deh ikbz tkus ij r`rh; i{k fujh{k.k,tsulh,oa fudk; ds vfhk;ark iw.kz :Ik ls fteesnkj gksaxsa ;fn lkeqfgd fodkl lfefr ¼SVS½ dh v/;{k vfkok r`rh; i{k fujh{k.k,tsulh ds izfrfuf/k xq.korrk esa deh ikrs gs rks os bldk izfrosnu uxj vk;qdr vfkok uxj vij vk;qdr@dk;zikyd inkf/kdkjh dks Hkstrs gq, izfrfyfi uxj fodkl lfpo dks mlh fnu QSDl ls vfkok bzesy ¼ ½ ls HkstsaxsA blds vfrfjdr dk;z dh xq.kork ess deh ik;h tkus ij eyhu clrh dk dksbz Hkh ykhkkfkhz viuh f'kdk;r uxj lsok gsyi ykbzu ds nwjhkk"k la[;k 0612& ij ntz djk ldrs gsaa Bsdsnkj }kjk xq.korrk esa ykijokgh cjrus dh flfkfr esa r`rh; i{k fujh{k.k,tsulh ds izfrfuf/k,oa fudk; ds vfhk;ark rqjur dk;z :dok,saxs vksj Bsdsnkj dks xq.korrk esa lq/kkj ds funsz'k iznku djsaxsa Bsdsnkj }kjk Lfky (ykbzu ikj fetkziqj] okmz ua- 19] uoknk dk Lye % fuekz.k ds ckn) 07

7 (Site) ij dk;z ds nksjku vfhk;urk dks LFky fujh{k.k iqflrdk ¼Site Inspection Book½ miyc/k djk;h tk,xh ftlesa r`rh; i{k fujh{k.k,tsulh ds izfrfuf/k,oa fudk; ds vfhk;ark] lkeqfgd fodkl lfefr ¼SVS½ dh v/;{k fujh{k.k ds nksjku viuh fvii.kh fy[ksaxsa Lye esa vk/kkjhkwr lajpuk ds dk;ksza dks iw.kz djus ds fy, fdlh Hkh Lrj ij rduhdh,oa dk;z fu"iknu ds fy, dk;zikyd vfhk;urk] ftyk uxj fodkl vfhkdj.k ¼DUDA½ ls lg;ksx izkir fd;k tk ldrk gsa ;fn uxj fudk; esa mfpr xq.koùkk dk dk;z djkus gsrq l{ke vfhk;urk miyc/k ugha gsa rks mi;qzä dk;ksza dks djokus gsrq dk;zikyd vfhk;urk] ftyk uxj fodkl vfhkdj.k ¼DUDA½ ls dk;z fy;k tk ldrk gsa clrh esa mfpr LFkku miyc/k gksus,oa vko';drk ds vuqlkj Lkkeqnkf;d Hkou dk fuekz.k fd;k tk ldrk gs tks,d cgq&mn~ns'kh; Hkou ds :Ik esa gksxka ftu cflr;ksa esa vkaxuckm+h dsunz ds vius Hkou ugha gsa] ogk bl lkeqnkf;d Hkou dk izkfkfedrk ds rksj ij vkaxuckm+h&dsunz pykus ds :i esa mi;ksx fd;k tk;xka blds vfrfjdr le; ij bl Hkou dk mi;ksx lkeqfgd fodkl lfefr ¼SVS½ }kjk r; fd;k tk,xk ftlds Åij bl Hkou ds j[kj[kko,oa izca/ku dh fteesnkjh gksxha dk;z ds nksjku Bsdsnkj }kjk ek x izlrqr djus ij fudk; ds duh; vfhk;ark] lgk;d vfhk;ark,oa dk;zikyd vfhk;ark (JE, AE and Executive Engineer) ml fnukad rd iw.kz dk;z dk eki dj foi= cukdj Hkqxrku ds fy, vuq'kalk ds lkfk uxj vk;qdr vfkok uxj vij vk;qdr@dk;zikyd inkf/kdkjh dks lefizr djsaxsa uxj vk;qdr vfkok uxj vij vk;qdr@dk;zdkjh inkf/kdkjh lefizr foi= dh ys[kk 'kk[kk ls tk p dj vf/kdre 15 fnuksa esa Bsdsnkj dks Hkqxrku djsaxsa Hkqxrku ls iwoz fd;s x;s dk;z dh xq.kork ls lcaf/kr izfrosnu r`rh; i{k fujh{k.k,tsulh }kjk vko';d :i ls uxj fudk; dks lefizr fd;k tkuk pkfg,a lefizr foi= esa fudk; ds vfhk;ark vko';d :Ik ls?kks"k.kk djsaxs fd fd, x;s dk;z dh xq.korrk fu/kkzfjr ekudksa ds vuqlkj gsa fdlh Hkh le; mpp vf/kdkfj;ksa }kjk xq.korrk esa deh ikbz tkus ij fudk; ds vfhk;ark,oa r`rh; i{k,tsulh dks nks"kh ekuk tk,xk vksj muds fo:) vko';d dk;zokgh dh tk,xha dk;z iw.kz gksus ij fudk; ds duh; vfhk;ark] lgk;d vfhk;ark,oa dk;zikyd vfhk;ark (JE, AE and Executive Engineer) }kjk vfure foi= ekik iqflrdk ds vuqlkj cuk;k tk,xk vksj ;fn vfure foi= dh jkf'k iz'kklfud Lohd`fr dh jkf'k ls vf/kd gksxh rks l{ke inkf/kdkjh ls eku; izfø;k ds vuqlkj la'kksf/kr iz'kklfud Lohd`fr izkir dj Bsdsnkj dks fd, x, Hkqxrku dk lek;kstu djus ds i'pkr Bsdsnkj dks vfure Hkqxrku fd;k tk,xk vksj Bsdsnkj ls iw.kz Hkqxrku izkfir dk izek.k i= ysdj lfpo uxj fodkl,oa vkokl fohkkx dks mi;ksfxrk izek.k i= ds lkfk Hkstk tk,xka fdlh Hkh eyhu clrh ds izkddyu dh jkf'k dks ;Fkk lahko fueufyf[kr lhek rd gh lhfer j[kk tk, rkfd miyc/k jkf'k esa ls vf/kd ls vf/kd eyhu clrh;ksa esa dk;z iw.kz fd;k tk ldsa 1- ivuk izeamy & 30]000@& :- izfr ifjokj 2- frjgqr izeamy & 30]000@& :- izfr ifjokj 3- x;k izeamy & 30]000@& :- izfr ifjokj 4- iwf.kz;k izeamy & 35]000@& :- izfr ifjokj 5- Hkkxyiqj izeamy & 35]000@& :- izfr ifjokj 6- lkj.k izeamy & 30]000@& :- izfr ifjokj 7- njhkaxk izekamy & 30]000@& :- izfr ifjokj 8- dks'kh izeamy & 35]000@& :- izfr ifjokj 9- eqaxsj izeamy & 35]000@& :- izfr ifjokj 08 09

8 SLUM INFRASTRUCTURE WORKS Norms and Standards (Applicable under SPUR) 10 11

9 Contents 1 Introduction 15 2 Water Supply 16 3 Sanitation 17 B1- Toilet Facility 17 B2- Disposal System 18 4 Storm Water Drainage 18 5 In-slum Street and Lane Paving 19 6 Solid Waste Management 20 7 Street Light System 20 8 Community Hall

10 1. Introduction These norms and standards have been specifically developed for use under SPUR and are based on those followed in other slum upgrading projects in India specifically the DFID funded Madhya Pradesh Urban Services for the Poor and 'Norms & Standards for Municipal Basic Services in India'; NIUA 07-01; April The standards have been tailored to meet local conditions in Bihar for which, reference has been made to PHED Bihar. The key objective for framing these norms & standards is to provide effective and sustainable infrastructure facilities in the urban slums covered under SPUR. Within the framework of slum improvements under Bihar State Slum Policy, these norms & standards have been modified to also ensure efficient, practical and economical design. The norms & standards are supported by standard drawings with typical infrastructure details. These can be included in contract drawings to guide the contractor and ensure adherence to the norms & standards. A project such as SPUR also provides two other main opportunities (i) to demonstrate best practice by applying effective norms & standards and, (ii) to pilot innovative infrastructure designs or new materials which, if effective, can be used in the future. As such, there will be some flexibility in the norms & standards in allowing the use of these innovations which would be agreed in advance with UD&HD and the ULBs

11 2. Water Supply Piped Water Supply for Individual connections (to be encouraged) Feasibility of connecting with the existing water distribution system of the town should be explored. Water Supply through public stand posts If the residents of slum are not willing to take individual water connections. Serving population per public stand posts (PSP):125 persons per tap (considering two taps per post) and minimum one PSP for distance up to 200 meter Pipe Materials: upvc for diameters up to 150 mm, HDPE for diameters up to 300 mm or DI for diameters above 300 mm. For pipes exposed over ground/rocky areas, DI pipe to be used. Depth of Trench: 900 mm if pipe line laid under the carriage way and 600 mm if the pipe line is laid on the side of carriage way. Minimum Diameter for Distribution Pipes: 100 mm Public stand post: 1.3 metres above ground, minimum ¾ pipe with double steel faucet with apron draining to drain or soak pit. Minimum distance between 2 hand pumps: 100 m Maximum distance of household to PSP or hand pump: 200 m Hand Pump: One for 150 populations (if no piped water supply). Type of Hand Pump India Mark-2 gravel packed/dth hand pump in South Bihar with drain and PCC platform (1.82 m dia.) and 40 mm dia. pipe. Shallow well hand pump in North Bihar with 1.2 m x 1.2 m brick masonry platform. Arsenic removal plant or fluoride removal plant should be built in where required. 3. Sanitation B1 Toilet Facility SPUR will explore the option of providing an 'individual toilet' in the first instance. Community toilets will be considered only when individual toilets are not possible and if the community is ready to take responsibility for maintenance. Preferred facility on plot Individual toilet (with complete superstructure, A.C. sheet roof, M.S. sheet door) for each house if space is available. The beneficiary should agree to contribute minimum Rs. 1500/-. The beneficiary may also contribute Rs. 1000/- plus labour for excavation of foundation and leach pit. An undertaking must be taken from the beneficiary for his/ her contribution in the form of cash or in the form of cash + labour. Shared Toilet: 1 toilet between 2 to 4 families if space is available among the family block and willingness to share facility. The beneficiaries (all families sharing the toilet should jointly agree to contribute beneficiary contribution stated above. An undertaking must be taken from the beneficiaries for their contribution in the form of cash or in the form of cash + labour. Preferred facility - off plot (only if on-plot is not possible) Community Toilet: 1 seat for 20 to 50 people if space is not available with individual house owners. Separate seats for men, women and children. Each complex should have adequate provision for water supply, electricity, 16 17

12 water tank and septic tank/soak pit. The women's toilet will also have a covered bathing space and provision for disposing off menstrual waste. An incinerator may be provided as per the drawing. B2- Disposal System On-plot twin pit pour flush system: Two pits should be constructed with the construction of toilet if space is available, otherwise only one pit may be constructed. Community septic tank (with sewer system) in areas where pits cannot be constructed on account of high water table or bed rock or due to space constraint. Minimum sewer pipe internal diameter: 150 mm. Sewer material: RCC with Sulphate Resistant Cement. Minimum cover: 650 mm. House sewer connection: Min. dia. 100 mm upvc/ HDPE/ MDPE up to property line. Biogas plant can be provided with community toilet to feed fuel to incinerator (if feasible and if community is ready to maintain it). 4. Storm Water Drainage Where sewers are provided in residential streets/lanes, drains should not be provided. Rather aim for storm water to be allowed to run on the street surface. Sections: Minimum internal size 300 mm x 300 mm. Bed Slope: Minimum 1 in 500 for self-cleansing. The drains should be connected with the existing main drain if feasible; otherwise shall be terminated up to the suitable discharge point but not to the low lying area creating cess pool. The drains should be covered by removable precast RCC slab if sufficient carriage width (minimum 0.60 meter) is not available. Material: Drains up to size (300 mm x 300 mm) to be constructed with PCC 1:2:4 (M15) with 100 mm thick base at bottom without reinforcement over 3 thick brick flat soling. Drains of size (450 mm x 550 mm) to be constructed with RCC 1:1 ½ :3 (M20) with 100 mm thick base at bottom on both sides of wider approach road of Cement Concrete. Drain on one side or both sides should be provided as per specific site condition. 5. In-slum Street and Lane Paving If the distance between two opposite building line is up to 1.0 m, the paver block up to 0.5 width with CC drain of size 300 mm x 300 mm with removable RCC cover on one side of the road should be constructed such that total carriage way is up to 1.0 m width. If the distance between two opposite building line is more than 1.0 m but up to 1.8 m width, paver block in width from 0.5 m to 1.3 m with open CC drain of size 300 mm x 300 mm on one side of the road should be constructed. Both side open drain should be provided if the distance between two opposite building lines is more than 1.8 m but up to 3.1 m so that minimum 1.0 m carriage way is available. If the distance between two opposite buildings is more than 3.1 m width, CC road as per drawing shall be constructed with open RCC drain of size 450 mm x 550 mm on both side of the road such that minimum carriage way of 2.0 m width is available. The decision for covering 18 19

13 one side drain or both side drain may be taken by the engineer depending upon the traffic load on the road so that more carriage way (if required) is made available. But in no case the carriage way should be more than 3.50 m width. As far as possible paver block road should be constructed within the slum, even if the width between building line is more. Because, once the CC roads are constructed without laying water pipe line & sewer line, it will be difficult to provide water line and sewer line in future. Apart from this, rain water may percolate from paver block roads resulting recharge of ground water. CC road should be constructed with 6 thick CC M20 over brick flat soling bed. Roads more than 3.5 m width will not be constructed under this programme. Steps with ramp: To be constructed where there are steep slopes (wherever required). Drainage to be incorporated into road design 6. Solid Waste Management Community Containers: To be provided at common places and to be linked with ULBs transportation arrangements for waste with waste separation. It is proposed to have house to house collection system and source segregation at later stages. 7. Street Light System New Light fixtures: Solar street light with 2x11 W CFL with complete system including SPV panel, battery and 4.5 m high pole. Number of Poles: The street light poles shall be provided at an interval of 30 meter where there is straight road or at every turning point. Community should take responsibility of safety and maintenance of solar street light. 8. Community Hall Should be constructed subject to availability of space and should be used preferably for Aanganbadi Centre (if does not exist) or it should be used only for community meetings and public use. Minimum land space required 6 m x 7.5 m Inside dimension 4.5 mx6.12 m including one pantry/ store of size 1.5mx2.2m and one toilet of size 1.5 mx2.2 m Roof height 3.5 m Plinth above ground 0.45 m Foundation section as per drawing Walls Brick masonry in CM 1:6 plastered on both sides with CM 1:4 RCC work in foundation, plinth beam, lintels and roof M15 grade Water Tank HDPE 500 litre capacity Water supply complete fitting with ½ dia. G.I./ HDPE pipe Model design, drawing & estimate of each item is attached for reference only. However, the engineer has to take decision in identifying the infrastructure works & calculating quantity as per the site condition keeping in view the best utilisation of available fund

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