Works to be done for system strengthening in business plan scheme on semi turnkey basis including loading and unloading of material.

Amount

fo|qr forj.k [k.M xkSjhcktkj esa vf/kHkkfjr 11 ds0oh0 cSrkyiqj ds ckjikj iks"kd ,oa 11 ds0oh0 :nziqj xzkeh.k esa bZLV QhMj ds Hkkj dks de djus ,oa U;w iks"kd dk fuekZ.k ykbu fuekZZ.k dk dk;ZA izLrkfor ykbuksa ls lEcfU/kr lkekuksa dh lEcfU?kr fo|qr Hk.Mkj dsUnz ls dk;Z LFky rd lqjf{kr <qykbZ] yksfMax o vuyksfMax ds lkFkA

8-5 ehVj ih0lh0lh0 iksy

11 ehVj ,l0Vh0 iksy

vo'ks"k ykbu lkexzh ifjorZd lfgr ,oa ,0lh0,l0vkj0 ohty@Mkx dUMDVj

leLr fQfVx ds lkFk flaxy ih0lh0lh0 iksy dk bjsD'ku

leLr fQfVx ds lkFk Mcy ih0lh0lh0 iksy dk bjsD'ku

leLr fQfVx ds lkFk flaxy ,l0Vh0 iksy dk bjsD'ku

leLr fQfVx ds lkFk Mcy ,l0Vh0 iksy dk bjsD'ku

iksy dh xzkmfVax

iksy dh vfFkZaxA

,l0Vh0 iksy dks isUV djus dk;Z

MsUtj cksMZ dh fQfVax dk dk;Z

d.MDVj dks QSykuk] bUlqysVj ij p<+kuk lSx djds VkbV djuk ,oa izR;sd iksy ij okbfUMax djukA ¼1½ ,p0Vh0 ykbu 3 Qst 3 ok;j

LVs bjsD'ku] xzkmfVax] uktfyax ,oa vko';drkuqlkj VkbV djus dk dk;ZA

Vh0 vkQ pSuy dh fQfVax dk dk;ZA

,Q czsdsV ¼lkexzh QeZ }kjk ns; gksxk½

Økl vkeZ gksfYMax DySEi ¼lkexzh QeZ }kjk ns; gksxk½

DysEi Qkj Vki pSuy@Mªkij pSuy@Vh0vkQ0 pSuy ¼lkexzh QeZ }kjk ns; gksxk½

th0vkbZ0 ok;j 6 bap Mk;k ¼lkexzh QeZ }kjk ns; gksxk½

vkbZ cksYV ¼lkexzh QeZ }kjk ns; gksxk½

MsUtj cksMZ ¼lkexzh QeZ }kjk ns; gksxk½

jsM vkDlkbZM isUV ¼lkexzh QeZ }kjk ns; gksxk½

,Y;wfefu;e isUV ¼lkexzh QeZ }kjk ns; gksxk½

LVksu iSM ¼lkexzh QeZ }kjk ns; gksxk½

fo|qr forj.k [k.M] xkSjhcktkj ds HkkSxksfyd {ks= ds vUrxZr LFkkfir fuEufyf[kr LFkkuksa pkSfj;k] vo/kiqj] bUnqiqj] efugj] f'ko/kjk] iVejh] iV[kkSyh ,oa fiijgk 10@16 ds0oh0,0 ds ifjorZdksa dks 25 ds0oh0,0 ifjorZdksa esa Mcy iksy@fIyUFk ls lqjf{kr mrkjdj fuft okgu ij lqjf{kr yksM djus ,oa nsofj;k eq[;ky; fLFkr odZ'[email protected] dsUnz ls lqjf{kr dk;Z LFky rd igqWapkus ,oa mPp {kerk dk ifjorZd Mcy iksy ij LFkkfir djus dk dk;ZA

8-5 ehVj ih0lh0lh0 iksy

leLr fQfVx ds lkFk Mcy ih0lh0lh0 iksy dk bjsD'ku

iksy dh xzkmfVax

iksy dh vfFkZaxA

leLr fQfVax ds lkFk 25 ds0oh0,0 ds ifjorZd dks LFkkfir djus dk dk;Za

dk;Z LFky ls 16@10 ds0oh0,0 ds ifjorZd dks lqjf{kr mrkjdj Hk.Mkj dsUnz rd igqWapkus dk dk;ZA

LVs bjsD'ku] xzkmfVax] uktfyax ,oa vko';drkuqlkj VkbV djus dk dk;ZA

Vki pSuy dh fQfVax dk dk;ZA

MsUtj cksMZ dh fQfVax dk dk;ZA

¶;st lsV dh fQfVax dk dk;ZA

,y0Vh0 DySEi ¼lkexzh QeZ }kjk ns; gksxk½

DysEi Qkj Vki pSuy@Mªkij pSuy@Vh0vkQ0 pSuy ¼lkexzh QeZ }kjk ns; gksxk½

LVksu iSM ¼lkexzh QeZ }kjk ns; gksxk½

MsUtj cksMZ foFk uV cksYV ¼lkexzh QeZ }kjk ns; gksxk½

uV ,.M ckSYV ¼lkexzh QeZ }kjk ns; gksxk½

,y0Vh0 'kSfdy bUlqysVj ¼lkexzh QeZ }kjk ns; gksxk½

fo|qr forj.k [k.M lyseiqj esa ekyoh; HkkVikjjkuh ls dsu ;wfu;u rd] duSg;k flag ds edku ls jk?kosUnz flag rd] ekyoh; frjkgk ls nqxkZ efUnj rd ,oa dksYgqvk ls iqjSuk rd esa ,y0Vh0 ,0ch0lh0 dscqy (lkbt 3x120+1x95+1x16 sqmm) cnyus dk dk;Z

,y0Vh0 ,0ch0lh dscqy ¼3x120+1x95+1x16 sqmm) dks Hk.Mkj dsUnz rd ykn dj lqjf{kr dk;ZLFky rd igqpkus dk dk;ZA

dk;Z LFky ls iqjkus dsfcy dks lqjf{kr mrkjus dk dk;ZA

iqjku mrkjs x;s ,0oh0lh0 dscy ds LFkku ij u;k ,0oh0lh0 dscy LFkkfir djus dk dk;Z

dk;Z LFky ls iqjkus dsfcy dks lqjf{kr cUMy cukdj Hk.Mkj dsUnz rd igqWapkus dk dk;ZA

8-5 ehVj ih0lh0lh0 iksy

leLr fQfVx ds lkFk flaxy ih0lh0lh0 iksy dk bjsD'ku

iksy dh xzkmfVax

iksy dh vfFkZaxA

LVksu iSM ¼lkexzh QeZ }kjk ns; gksxk½

vkbZ gqd DySEi ¼lkexzh QeZ }kjk ns; gksxk½

llisU'ku DySEi ¼lkexzh QeZ }kjk ns; gksxk½

MsM bu DySEi ¼lkexzh QeZ }kjk ns; gksxk½

ijflax dusDVj ¼lkexzh QeZ }kjk ns; gksxk½

uV ,.M ckSYV ¼lkexzh QeZ }kjk ns; gksxk½

fo|qr forj.k [k.M] xkSjhcktkj ds HkkSxksfyd {ks= ds vUrxZr LFkkfir fuEu {kerk ds ifjorZdks dks Mcy iksy@fIyUFk ls lqjf{kr mrkjdj fuft okgu ij lqjf{kr yksM djus ,oa nsofj;k eq[;ky; fLFkr odZ'[email protected] dsUnz rd dj lqjf{kr igqWapkdj mrkjus rFkk odZ '[email protected] dsUnz ds vUnj f'k¶V djus dk dk;ZA

taxy rjSuh] es?kukiqj HkkxhVksyk] dksbZxMgk] cujgk] ysgMk] jkeiqj dLrqjoka Ldqy] rqylhiqj] iFkjgV] yoduh ftrk Vksyk] HkB~Bk] ik.Ms;pd cSrkyiqj] efugjiqj] nsodyh gsejkt] tn~nq ijfl;k 25 ds0oh0,0

esnukiqj] dksbZyxMok] iq:"kksRreiqj] e/kokiqj] ujk;uiqj] cjkjh] rMoka] lrqvkHkkj] lwjtiqj] jkeuxj] vlugj dsoV Vksyk] txr ek>k] gfjtu cLrh] lkaMk taxyh] lkajxkaiqj] iks[kjfHk.Mk 63 ds0oh0,0

Hkxokuiqj frokjh] ijfl;k eYy] tehjk] efB;k] jebZiqj] jsyos LVs'ku xkSjhcktkj] frobZ] frobZ pkSjkgk] ekghxat] ljkoa [kqnZ] idM+h fojHknz] HkVuh nkne] dksVoka] enuiqj] dsoVfy;k] ,dyk feJkSfy;k] HkSlbZ] ckMh] ou'kfDr pkSjkgk] dksjoka] fgjUnkiqj] eFkqjkNkij] lkehiV~Vh 100 ds0oh0,0

vrjfMgk] :nziqj jksM+] flusek jksM] gkrk jksM+ ykMZ ,dsMeh Ldwy] jkeiqj Fkkuk] ;wfu;u cSad] cgjkeiqj ] fljfl;k ua0&1] dUgkSyh 250 ds0oh0,0

fo|qr Hk.Mkj dsUnz nsofj;k ls mPp {kerk ds ifjorZdks dks lqjf{kr yksM dj fo|qr forj.k [k.M] xkSjhcktkj ds HkkSxksfyd {ks= ds vUrxZRk fLFkr fofHkUu LFkkuksa lqjf{kr LFkkfir djus dk dk;ZA

taxy rjSuh] es?kukiqj HkkxhVksyk] dksbZxMgk] ysgMk] jkeiqj dLrqjoka Ldqy] rqylhiqj] iFkjgV] yoduh ftrk Vksyk] HkB~Bk] ik.Ms;pd cSrkyiqj] efugjiqj] nsodyh gsejkt] tn~nq ijfl;k 63 ds0oh0,0

esnukiqj] dksbZyxMok] iq:"kksRreiqj] e/kokiqj] ujk;uiqj] cjkjh] rMoka] lrqvkHkkj] lwjtiqj] jkeuxj] vlugj dsoV Vksyk] txr ek>k] gfjtu cLrh] lkaMk taxyh] lkajxkaiqj] iks[kjfHk.Mk 100 ds0oh0,0

Hkxokuiqj frokjh] ijfl;k eYy] tehjk] efB;k] jebZiqj] jsyos LVs'ku xkSjhcktkj] frobZ] frobZ pkSjkgk] ekghxat] ljkoa [kqnZ] idM+h fojHknz] HkVuh nkne] dksVoka] enuiqj] dsoVfy;k] ,dyk feJkSfy;k] HkSlbZ] ckMh] ou'kfDr pkSjkgk] dksjoka] fgjUnkiqj] eFkqjkNkij] lkehiV~Vh 250 ds0oh0,0

vrjfMgk] :nziqj jksM+] flusek jksM] gkrk jksM+ ykMZ ,dsMeh Ldwy] jkeiqj Fkkuk] ;wfu;u cSad] cgjkeiqj ] fljfl;k ua0&1] dUgkSyh 400 ds0oh0,0

Construction of plinth size 1.75 x 1.50 x 1.50 mrt. And 0.25 mtr. Under ground brick wall far plinth of ratio sand and cement 6:1 and plastering by ration 5:1 feeling the peet by sand clay, brick blast and remaining if fixing M.S. Channel 02 no 50 x50 x 100 mm with standard space the top floor be made of RCC and left for quring for 7 days

ifjorZd dh vfFkZax

fo|qr forj.k e.My&nsofj;k ds v/khu fo|qr forj.k [k.M lyseiqj esa fofHkUu LFkkuksa 25 ls 63 ds0oh0,0 ls 63 ds0oh0,0 ls 100 ds0oh0,0 ,oa 100 ds0oh0,0 ls 250 ds0oh0,0 ifjorZd {kerko`f) dk dk;Z djk;k tkuk gSA izLrkfor ykbuksa ls lEcfU/kr lkekuksa dh lEcfU?kr dk;Z LFky ls fo|qr Hk.Mkj dsUnz rd lqjf{kr <qykbZ] yksfMax o vuyksfMax ds lkFkA

ek/kksNkij] caxjk] jksiuNijk] gkVk] Mqejh] cudVk nhf{kr] dksgjk 10@16 ds0oh0,0

:Lre cfg;kjh] [kMslj ;kno Vksyk] j?kqukFkiqj] dksfBykoka] dsujk cSad] cax:vk] cax:vk cVhokV] fllofu;k] dkSlM] ek;kiqj] eBokMZ] x;kxhj] Hkldjh] dqjekSrk Bkdqj] cHkuh nqcs] [kq[kqUnq nf{k.k] fllokj] ujkSyh laxzke] nqckSyh] pkSfFk;k] cudVk fnf{kr] cjfMgk ik.Ms;] ijfl;k djdVfg] nsofj;k] y{e.kpd] csnofy;k] jkSuhxaxkpd] csyFkjk 25 ds0oh0,0

cHkuh ik.Ms;] eyguh] cMdk xkWo] [kMslj] vfgjkSyh c?ksy chp iV~Vh] ijlkSuh vkuUn] ljS;k] fn[kkSyh] cyqvu] gkVk] Hkldj] idMh] idMh Vkmu] eBokMZ] pkSdk okMZ ykj] pqfM;k Vksyk] dkSlM] rkjk dq.Mkoy] gfj dq.Mkoy] ljS;k] cjoka] ,dMxka] cjlkFk] ,dMxka flloka] [kq[kqUnq pkSjkgk] eq.MSjk [kqnZ] [kksjkckjh] tequk Nkij] egqvkckjh 63 ds0oh0,0

idMh ckcq] ch0,l0,u0,y0 HkkVikjjkuh] c[kjh] Nfi;k] [ksehiqj] Hkokuh Nkij] lqrkoj] /kkjh okMZ] x<+ok] edqufg] ufj;koa] ujkSyh [kse] HkVuh okMZ&2 100 ds0oh0,0

pedheksM] lksukj ckM+h] HksfMgjok vljkj] Vkmu ,fj;k ykj] pkSd okMZ ykj] triqjk 250 ds0oh0,0

fo|qr forj.k e.My&nsofj;k ds v/khu fo|qr forj.k [k.M lyseiqj esa fofHkUu LFkkuksa 10@16 ds0oh0,0 ls 25 ds0oh0,0] 25 ls 63 ds0oh0,0 ls 63 ds0oh0,0 ls 100 ds0oh0,0 ,oa 100 ds0oh0,0 ls 250 ds0oh0,0 ifjorZd {kerko`f) dk dk;Z djk;k tkuk gSA izLrkfor ykbuksa ls lEcfU/kr lkekuksa dh lEcfU?kr fo|qr Hk.Mkj dsUnz ls dk;Z LFky rd lqjf{kr <qykbZ] yksfMax o vuyksfMax ds lkFkA

ek/kksNkij] caxjk] jksiuNijk] gkVk] Mqejh] cudVk nhf{kr] dksgjk 25 ds0oh0,0

:Lre cfg;kjh] [kMslj ;kno Vksyk] j?kqukFkiqj] dksfBykoka] dsujk cSad] cax:vk] cax:vk cVhokV] fllofu;k] dkSlM] ek;kiqj] eBokMZ] x;kxhj] Hkldjh] dqjekSrk Bkdqj] cHkuh nqcs] [kq[kqUnq nf{k.k] fllokj] ujkSyh laxzke] nqckSyh] pkSfFk;k] cudVk fnf{kr] cjfMgk ik.Ms;] ijfl;k djdVfg] nsofj;k] y{e.kpd] csnofy;k] jkSuhxaxkpd] csyFkjk 63 ds0oh0,0

cHkuh ik.Ms;] eyguh] cMdk xkWo] [kMslj] vfgjkSyh c?ksy chp iV~Vh] ijlkSuh vkuUn] ljS;k] fn[kkSyh] cyqvu] gkVk] Hkldj] idMh] idMh Vkmu] eBokMZ] pkSdk okMZ ykj] pqfM;k Vksyk] dkSlM] rkjk dq.Mkoy] gfj dq.Mkoy] ljS;k] cjoka] ,dMxka] cjlkFk] ,dMxka flloka] [kq[kqUnq pkSjkgk] eq.MSjk [kqnZ] [kksjkckjh] tequk Nkij] egqvkckjh 100 ds0oh0,0

idMh ckcq] ch0,l0,u0,y0 HkkVikjjkuh] c[kjh] Nfi;k] [ksehiqj] Hkokuh Nkij] lqrkoj] /kkjh okMZ] x<+ok] edqufg] ufj;koa] ujkSyh [kse] HkVuh okMZ&2 250 ds0oh0,0

pedheksM] lksukj ckM+h] HksfMgjok vljkj] Vkmu ,fj;k ykj] pkSd okMZ ykj] triqjk 400 ds0oh0,0

Construction of plinth size 1.75 x 1.50 x 1.50 mrt. And 0.25 mtr. Under ground brick wall far plinth of ratio sand and cement 6:1 and plastering by ration 5:1 feeling the peet by sand clay, brick blast and remaining if fixing M.S. Channel 02 no 50 x50 x 100 mm with standard space the top floor be made of RCC and left for quring for 7 days

ifjorZd dh vfFkZax

fo|qr forj.k [k.M lyseiqj esa f}rh; fcUnq ds vUrxZr [khjh eksgYyk esa 250 ds0oh0,0] jkeiqj cktkj] caxjk cktkj] vfgjkSyh frokjh] esgjkSuk] [kqn'kkZ dkyst] yk[kksikj jksM] grok ckbZ ikl 100 ds0oh0,0 ,oa iM+jh esa 63 ds0oh0,0 vfrfjDr ifjorZd LFkkiuk dk dk;ZA izLrkfor ykbuksa ls lEcfU/kr lkekuksa dh lEcfU?kr fo|qr Hk.Mkj dsUnz ls dk;Z LFky rd lqjf{kr <qykbZ] yksfMax o vuyksfMax ds lkFkA

8-5 ehVj ih0lh0lh0 iksy

11 ehVj ,l0Vh0 iksy

vo'ks"k ykbu lkexzh ifjorZd lfgr ,oa ,0lh0,l0vkj0 ohty@Mkx dUMDVj

LT ABC dscy (3x120+1x95+1x16)sqmm

leLr fQfVx ds lkFk flaxy ih0lh0lh0 iksy dk bjsD'ku

leLr fQfVx ds lkFk Mcy ih0lh0lh0 iksy dk bjsD'ku

leLr fQfVx ds lkFk flaxy ,l0Vh0 iksy dk bjsD'ku

leLr fQfVx ds lkFk Mcy ,l0Vh0 iksy dk bjsD'ku

iksy dh xzkmfVax

iksy dh vfFkZaxA

MsUtj cksMZ dh fQfVax dk dk;Z

leLr fQfVax ds lkFk 250 ds0oh0,0 ds ifjorZd dks LFkkfir djus dk dk;Za

leLr fQfVax ds lkFk 100 ds0oh0,0 ds ifjorZd dks LFkkfir djus dk dk;Za

leLr fQfVax ds lkFk 63 ds0oh0,0 ds ifjorZd dks LFkkfir djus dk dk;Za

ifjorZd dk vfFkZax

fIyUFk cukus dk dk;Z

QfUlax dk dk;Z

d.MDVj dks QSykuk] bUlqysVj ij p<+kuk lSx djds VkbV djuk ,oa izR;sd iksy ij okbfUMax djukA¼1½ ,p0Vh0 ykbu 3 Qst 3 ok;j

LVs bjsD'ku] xzkmfVax] uktfyax ,oa vko';drkuqlkj VkbV djus dk dk;ZA

Vki pSuy dh fQfVax dk dk;ZA

Vh0 vkQ pSuy dh fQfVax dk dk;ZA

,Q czsdsV ¼lkexzh QeZ }kjk ns; gksxk½

Økl vkeZ gksfYMax DySEi ¼lkexzh QeZ }kjk ns; gksxk½

DysEi Qkj Vki pSuy@Mªkij pSuy@Vh0vkQ0 pSuy ¼lkexzh QeZ }kjk ns; gksxk½

uV ,.M ckSYV ¼lkexzh QeZ }kjk ns; gksxk½

vkbZ gqd ¼lkexzh QeZ }kjk ns; gksxk½

MsUtj cksMZ ¼lkexzh QeZ }kjk ns; gksxk½

LVksu iSM ¼lkexzh QeZ }kjk ns; gksxk½

llisU'ku DySEi ¼lkexzh QeZ }kjk ns; gksxk½

MsM bu DySEi ¼lkexzh QeZ }kjk ns; gksxk½

,y0Vh0 ijflax dussDVj ¼lkexzh QeZ }kjk ns; gksxk½

fo|qr forj.k [k.M xkSjhcktkj esa f}rh; fcUnq ds vUrxZr eYykg Vksyh] nsofj;k jksM] jkeiqj dkj[kkuk esa 250 ds0oh0,0] dk'khiqj] Mf<;k] txnh'kiqj] jkeiqjok ,oa ngjkSyh esa 10 ds0oh0,0 vfrfjDr ifjorZd LFkkiuk dk dk;ZA izLrkfor ykbuksa ls lEcfU/kr lkekuksa dh lEcfU?kr fo|qr Hk.Mkj dsUnz ls dk;Z LFky rd lqjf{kr <qykbZ] yksfMax o vuyksfMax ds lkFkA

8-5 ehVj ih0lh0lh0 iksy

11 ehVj ,l0Vh0 iksy

vo'ks"k ykbu lkexzh ifjorZd lfgr ,oa ,0lh0,l0vkj0 ohty@Mkx dUMDVj

1x240 sqmm ,Y;wfefu;e ih0oh0lh0 dscy

leLr fQfVx ds lkFk flaxy ih0lh0lh0 iksy dk bjsD'ku

leLr fQfVx ds lkFk Mcy ih0lh0lh0 iksy dk bjsD'ku

leLr fQfVx ds lkFk flaxy ,l0Vh0 iksy dk bjsD'ku

iksy dh xzkmfVax

iksy dh vfFkZaxA

¶;wt lsV dh fQfVax dk dk;Z

MsUtj cksMZ dh fQfVax dk dk;Z

leLr fQfVax ds lkFk 250 ds0oh0,0 ds ifjorZd dks LFkkfir djus dk dk;Za

leLr fQfVax ds lkFk 10 ds0oh0,0 ds ifjorZd dks LFkkfir djus dk dk;Za

ifjorZd dk vfFkZax

Construction of plinth size 1.75 x 1.50 x 1.50 mrt. And 0.25 mtr. Under ground brick wall far plinth of ratio sand and cement 6:1 and plastering by ration 5:1 feeling the peet by sand clay, brick blast and remaining if fixing M.S. Channel 02 no 50 x50 x 100 mm with standard space the top floor be made of RCC and left for quring for 7 days

QsfUlax dk dk;Z

d.MDVj dks QSykuk] bUlqysVj ij p<+kuk lSx djds VkbV djuk ,oa izR;sd iksy ij okbfUMax djukA¼1½ ,p0Vh0 ykbu 3 Qst 3 ok;j

LVs bjsD'ku] xzkmfVax] uktfyax ,oa vko';drkuqlkj VkbV djus dk dk;ZA

Vki pSuy dh fQfVax dk dk;ZA

Vh0 vkQ pSuy dh fQfVax dk dk;ZA

,Q czsdsV ¼lkexzh QeZ }kjk ns; gksxk½

Økl vkeZ gksfYMax DySEi ¼lkexzh QeZ }kjk ns; gksxk½

LVs DySEi ¼lkexzh QeZ }kjk ns; gksxk½

,y0Vh0 DySEi ¼lkexzh QeZ }kjk ns; gksxk½

xkfMZx vkeZ DySEi ¼lkexzh QeZ }kjk ns; gksxk½

DysEi Qkj Vki pSuy@Mªkij pSuy@Vh0vkQ0 pSuy ¼lkexzh QeZ }kjk ns; gksxk½

uV ,.M ckSYV ¼lkexzh QeZ }kjk ns; gksxk½

th0vkbZ0 ok;j 6 bap Mk;k ¼lkexzh QeZ }kjk ns; gksxk½

,y0;w0 yx 400 sqmm ¼lkexzh QeZ }kjk ns; gksxk½

fMLVªhC;w'ku ckDl ¼lkexzh QeZ }kjk ns; gksxk½

fMLVªhC;w'ku ckDl DySEi ¼lkexzh QeZ }kjk ns; gksxk½

MsUtj ¼lkexzh QeZ }kjk ns; gksxk½

LVksu iSM ¼lkexzh QeZ }kjk ns; gksxk½

dkij tsM DySEi ¼lkexzh QeZ }kjk ns; gksxk½

,y0Vh0 lkbfdy bU'kqysVj ¼lkexzh QeZ }kjk ns; gksxk½

M/S SHRI ENGINEERING WORKS AND CONTRACTOR AND SUPPLYER

m/s pradeep kumar pandey