VARIOUS ELECTRICAL WORK- UNDER BUSINESS PLAN 2024-25 IN EDD GAURIBAZAR DISTRIBUTION TRANSFORMER CAPACITY ENHANCEMENT, INSTALLATION OF DISTRIBUTION TRANSFORMER, STRENGTHENING OF NEW ABC CABLE ETC.

Amount

fo|qr forj.k [k.M nsofj;k ds vUrxZZra vfrfjDr ,y0Vh0 ,0ch0lh0 dscqy ¼lkbt 3x120+1x95+1x16 sqmm) yxkusa dk dk;Z 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

ih0lh0lh0 iksy 8-5 ehVj

,l0Vh0 iksy 11 ehVj

,y0Vh0 ,0ch0lh0 dscqy ¼lkbt 3x120+1x95+1x16 sqmm)

leLr fQfVx ds lkFk flaxy ih0lh0lh0 iksy dk bjsD'ku

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

iksy dh xzkmfVax

iksy dh vfFkZaxA

,0ch0lh0 dscy dks QSykdj iksy ij p<+kdj lSx djus dk dk;Z

fMLVªhC;w'ku ckDl dh fQfVax dk dk;ZA

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

LVs bUlqysVj ¼lkexzh QeZ }kjk ns; gksxk½

MsM bu DYkSEi ¼lkexzh QeZ }kjk ns; gksxk½

,y0Vh0 DYkSEi ¼lkexzh QeZ }kjk ns; gksxk½

,y0Vh0 bUlqysVj ¼lkexzh QeZ }kjk ns; gksxk½

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

vkbZ gqqd ¼lkexzh QeZ }kjk ns; gksxk½

ts gqqd ¼lkexzh QeZ }kjk ns; gksxk½

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

ijflax DYkSEi ¼lkexzh QeZ }kjk ns; gksxk½

bUM dSi ¼lkexzh QeZ }kjk ns; gksxk½

fo|qr forj.k [k.M] nsofj;k 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

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

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 nsofj;k esa 10 ds0oh0,0 ls 25 ds0oh0,0 {kerko`f) dj 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

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

leLr fQfVx ds lkFk flaxy ih0lh0lh0 iksy dk bjsD'ku

iksy dh xzkmfVax

iksy dh vfFkZaxA

ifjorZd dh vfFkZZx

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

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

Mªkij pSuy dh fQfVax dk dk;ZA

Vki pSuy 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

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

,y0Vh0 lkbZfdy bUlqysVj ¼lkexzh QeZ }kjk ns; gksxk½

LVs bUlqysVj ¼lkexzh QeZ }kjk ns; gksxk½

LVs DySEi ¼lkexzh QeZ }kjk ns; gksxk½

fo|qr forj.k [k.M nsofj;k esa f}rh; fcUnq ds vUrxZr 25 ds0oh0,0] 63 ds0oh0,0]a 100 ds0oh0,0 ,oa 250 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

ih0lh0lh0 iksy 8-5 ehVj

,l0Vh0 iksy 11 ehVj

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

,y0Vh0 ,0ch0lh0 dscqy ¼lkbt 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

iksy dh xzkmfVax

iksy dh vfFkZaxA

ifjorZd dh vfFkZZx

leLr fQfVax ds lkFk 25 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

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

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

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

d.MDVj dks QSykuk] bUlqysVj ij p<+kuk lSx djds VkbV djuk ,oa izR;sd iksy ij okbfUMax djukA ,p0 Vh0 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

Mªkij pSuy dh fQfVax dk dk;ZA

Vki pSuy dh fQfVax dk dk;ZA

¶;wt lsV dh fQfVax dk dk;Z

fMLVªhC;w'ku ckDl dh fQfVax dk dk;Z

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

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

LVs DySEi ¼lkexzh QeZ }kjk ns; gksxk½

,Q czsdsV ¼lkexzh QeZ }kjk ns; gksxk½

bZ czsdsV ¼lkexzh QeZ }kjk ns; gksxk½

DySEi Qkj oh VkbZi Økl vkeZ ¼lkexzh QeZ }kjk ns; gksxk½

LVs bUlqysVj ¼lkexzh QeZ }kjk ns; gksxk½

MsM bu DYkSEi ¼lkexzh QeZ }kjk ns; gksxk½

,y0Vh0 DYkSEi ¼lkexzh QeZ }kjk ns; gksxk½

,y0Vh0 lkbfdy bUlqysVj ¼lkexzh QeZ }kjk ns; gksxk½

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

vkbZ gqqd ¼lkexzh QeZ }kjk ns; gksxk½

ts gqqd ¼lkexzh QeZ }kjk ns; gksxk½

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

ijflax DYkSEi ¼lkexzh QeZ }kjk ns; gksxk½

bUM dSi ¼lkexzh QeZ }kjk ns; gksxk½

M/S SHRI ENGINEERING WORKS AND CONTRACTOR AND SUPPLYER

M/S SHIV CONSTRUCTION