NIT NO: 281/TC/2026-27

laHkkx dk uke & /kerjh

'kkldh; Hkouksa ds iqrkbZ ds fy, dk;Z;kstuk &

foRrh; o"kZ 2027&28 esa ftu Hkouksa dk iqrkbZ fd;k tkuk gS] ml Hkou dk uke ,oa vuqekfur ykxr ¼:- yk[k esa½ &

Hkou Js.kh Hkou dk uke ftlesa iqrkbZ fd;k tkuk gS ,oa la[;k vuqekfur ykxr fufonk vkeaf=r gS@ vuqcaf/kr gS ;k vuqca/k fd;k tkuk gS Hkou dh iqoZ esa iqrkbZ dk o"kZ

gk;j lsds.Mjh 'kkldh; gk;j lsds.Mjh Ldwy Hkou csyjxkao 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou ?kqVdsy 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou dqdjsy 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou lkadjk 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou nqxyh 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou MksxkMqyk 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou xV~VkflYyh 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou ?kksVxkao 382288 vuqca/k fd;k tkuk gSA

gk;j lsds.Mjh 0 0

gkbZ Ldwy 'kkldh; gkbZ Ldwy Hkou ?kVqyk 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou Nqgh 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou HkksFkkikjk 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou jktiqj 316601 vuqca/k fd;k tkuk gSA

dkWyst 'kk- lq-uk- egkfo|ky; uxjh 1241408 vuqca/k fd;k tkuk gSA

vfrfjDr d{k egkfo|ky; uxjh 415564 vuqca/k fd;k tkuk gSA

ch-Vh-vkbZ Hkou 357056 vuqca/k fd;k tkuk gSA

MkbZV Hkou 147252 vuqca/k fd;k tkuk gSA

rduhdh vkbZ-Vh-vkbZ- Hkou 942765 vuqca/k fd;k tkuk gSA

vLirky 30 fcLrj lkeqnkf;d LokLF; dsUnz vLirky uxjh 598148 vuqca/k fd;k tkuk gSA

gkse;ksiSfFkd vLirky uxjh 41520 vuqca/k fd;k tkuk gSA

Lis'kykbZTM Fksjsih lsUVj uxjh 44115 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz uxjh 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz xV~VkflYyh 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz nqxyh 61572 vuqca/k fd;k tkuk gSA

feuh izkFkfed LokLF; dsUnz csyjxkao 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz lkadjk 61572 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou uokxkao 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou ?kqVdsy 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou dliqj 91370 vuqca/k fd;k tkuk gSA

vLirky 8 730959

jktLo foHkkx rglhy dk;kZy; uxjh 101242 vuqca/k fd;k tkuk gSA

mirglhy dqdjsy 59323 vuqca/k fd;k tkuk gSA

vuqfoHkkxh; vf/kdkjh dk;kZy; jktLo] uxjh 188145 vuqca/k fd;k tkuk gSA

HkqbZ;k fjdkMZ :e 28682 vuqca/k fd;k tkuk gSA

jktLo foHkkx 0 0

U;k;ky; foHkkx Hkou O;ogkj U;k;ky; Hkou eqdqUniqj ¼uxjh½ 761288 vuqca/k fd;k tkuk gSA

U;k;ky; foHkkx Hkou 0 0

yksd fuekZ.k foHkkx flesaV xksnke uxjh 26729 vuqca/k fd;k tkuk gSA

milaHkkxh; dk;kZy; Hkou] uxjh 38960 vuqca/k fd;k tkuk gSA

foJke x`g flgkok 189651 vuqca/k fd;k tkuk gSA 2024-25

ckÅaMªhoky 82846 vuqca/k fd;k tkuk gSA 2024-25

fdpu 9393 vuqca/k fd;k tkuk gSA 2024-25

tujy Vk;ysV 4903 vuqca/k fd;k tkuk gSA 2024-25

yksd fuekZ.k foHkkx 0 0

iqfyl ,oa tsy foHkkx Hkou iqfyl Fkkuk uxjh ¼,l-Mh-vks-ih- dk;kZy;½ 392254 vuqca/k fd;k tkuk gSA

uohu iqfyl Fkkuk Hkou flgkok 203661 vuqca/k fd;k tkuk gSA 2022-23

iqfyl ,oa tsy foHkkx Hkou 0 0

[ksy ,oa ;qok dY;k.k foHkkx feuh LVsfM;e uxjh ¼bUMksj gky½ 146719 vuqca/k fd;k tkuk gSA

feuh LVsfM;e uxjh 168793 vuqca/k fd;k tkuk gSA

feuh LVsfM;e uxjh ckmaMªhoky 115200 vuqca/k fd;k tkuk gSA

[ksy ,oa ;qok dY;k.k foHkkx 0 0

xSj vkoklh; dqy ;ksx 8 730959

vkoklh; dU;k vkoklh; ifjlj nqxyh 817908 vuqca/k fd;k tkuk gSA

xSj vkoklh; dqy ;ksx 8 730959

vkoklh; 4 4829631

vkoklh; dqy ;ksx 1 4829631

vkoklh; dqy ;ksx 4 4829631

mivfHk;ark yksd fuekZ.k foHkkx] milaHkkx&uxjh ¼N-x-½ vuqfoHkkxh; vf/kdkjh yksd fuekZ.k foHkkx] milaHkkx&uxjh ¼N-x-½ dk;Zikyu vfHk;ark yksd fuekZ.k foHkkx]/kerjh laHkkx&/kerjh ¼N-x-½

laHkkx dk uke & /kerjh

'kkldh; Hkouksa ds iqrkbZ ds fy, dk;Z;kstuk &

foRrh; o"kZ 2026&27 esa ftu Hkouksa dk iqrkbZ fd;k tkuk gS] ml Hkou dk uke ,oa vuqekfur ykxr ¼:- yk[k esa½ &

Hkou Js.kh Hkou dk uke ftlesa iqrkbZ fd;k tkuk gS ,oa la[;k vuqekfur ykxr fufonk vkeaf=r gS@ vuqcaf/kr gS ;k vuqca/k fd;k tkuk gS Hkou dh iqoZ esa iqrkbZ dk o"kZ

gk;j lsds.Mjh 'kkldh; gk;j lsds.Mjh Ldwy Hkou csyjxkao 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou ?kqVdsy 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou dqdjsy 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou lkadjk 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou nqxyh 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou MksxkMqyk 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou xV~VkflYyh 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou ?kksVxkao 382288 vuqca/k fd;k tkuk gSA

gk;j lsds.Mjh 6 1007735

gkbZ Ldwy 'kkldh; gkbZ Ldwy Hkou ?kVqyk 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou Nqgh 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou HkksFkkikjk 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou jktiqj 316601 vuqca/k fd;k tkuk gSA

gkbZ Ldwy 2 634145

dkWyst 'kk- lq-uk- egkfo|ky; uxjh 1241408 vuqca/k fd;k tkuk gSA

vfrfjDr d{k egkfo|ky; uxjh 415564 vuqca/k fd;k tkuk gSA

ch-Vh-vkbZ Hkou 357056 vuqca/k fd;k tkuk gSA

MkbZV Hkou 147252 vuqca/k fd;k tkuk gSA

rduhdh vkbZ-Vh-vkbZ- Hkou 942765 vuqca/k fd;k tkuk gSA

vLirky 30 fcLrj lkeqnkf;d LokLF; dsUnz vLirky uxjh 598148 vuqca/k fd;k tkuk gSA

gkse;ksiSfFkd vLirky uxjh 41520 vuqca/k fd;k tkuk gSA

Lis'kykbZTM Fksjsih lsUVj uxjh 44115 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz uxjh 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz xV~VkflYyh 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz nqxyh 61572 vuqca/k fd;k tkuk gSA

feuh izkFkfed LokLF; dsUnz csyjxkao 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz lkadjk 61572 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou uokxkao 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou ?kqVdsy 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou dliqj 91370 vuqca/k fd;k tkuk gSA

vLirky 21 1897877

jktLo foHkkx rglhy dk;kZy; uxjh 101242 vuqca/k fd;k tkuk gSA

mirglhy dqdjsy 59323 vuqca/k fd;k tkuk gSA

vuqfoHkkxh; vf/kdkjh dk;kZy; jktLo] uxjh 188145 vuqca/k fd;k tkuk gSA

HkqbZ;k fjdkMZ :e 28682 vuqca/k fd;k tkuk gSA

jktLo foHkkx 0 0

U;k;ky; foHkkx Hkou O;ogkj U;k;ky; Hkou eqdqUniqj ¼uxjh½ 761288 vuqca/k fd;k tkuk gSA

U;k;ky; foHkkx Hkou 0 0

yksd fuekZ.k foHkkx flesaV xksnke uxjh 26729 vuqca/k fd;k tkuk gSA

milaHkkxh; dk;kZy; Hkou] uxjh 38960 vuqca/k fd;k tkuk gSA

foJke x`g flgkok 189651 vuqca/k fd;k tkuk gSA 2024-25

ckÅaMªhoky 82846 vuqca/k fd;k tkuk gSA 2024-25

fdpu 9393 vuqca/k fd;k tkuk gSA 2024-25

tujy Vk;ysV 4903 vuqca/k fd;k tkuk gSA 2024-25

yksd fuekZ.k foHkkx 5 296186

iqfyl ,oa tsy foHkkx Hkou iqfyl Fkkuk uxjh ¼,l-Mh-vks-ih- dk;kZy;½ 392254 vuqca/k fd;k tkuk gSA

uohu iqfyl Fkkuk Hkou flgkok 203661 vuqca/k fd;k tkuk gSA 2022-23

iqfyl ,oa tsy foHkkx Hkou 0 0

[ksy ,oa ;qok dY;k.k foHkkx feuh LVsfM;e uxjh ¼bUMksj gky½ 146719 vuqca/k fd;k tkuk gSA

feuh LVsfM;e uxjh 168793 vuqca/k fd;k tkuk gSA

feuh LVsfM;e uxjh ckmaMªhoky 115200 vuqca/k fd;k tkuk gSA

[ksy ,oa ;qok dY;k.k foHkkx 0 0

xSj vkoklh; dqy ;ksx 34 3835943

vkoklh; dU;k vkoklh; ifjlj nqxyh 817908 vuqca/k fd;k tkuk gSA

xSj vkoklh; dqy ;ksx 34 11989934

vkoklh; 6 2095639

vkoklh; dqy ;ksx 1 2095639

vkoklh; dqy ;ksx 6 2095639

mivfHk;ark yksd fuekZ.k foHkkx] milaHkkx&uxjh ¼N-x-½ vuqfoHkkxh; vf/kdkjh yksd fuekZ.k foHkkx] milaHkkx&uxjh ¼N-x-½ dk;Zikyu vfHk;ark yksd fuekZ.k foHkkx]/kerjh laHkkx&/kerjh ¼N-x-½

laHkkx dk uke & /kerjh

'kkldh; Hkouksa ds iqrkbZ ds fy, dk;Z;kstuk &

foRrh; o"kZ 2025&26 esa ftu Hkouksa dk iqrkbZ fd;k tkuk gS] ml Hkou dk uke ,oa vuqekfur ykxr ¼:- yk[k esa½ &

Hkou Js.kh Hkou dk uke ftlesa iqrkbZ fd;k tkuk gS ,oa la[;k vuqekfur ykxr fufonk vkeaf=r gS@ vuqcaf/kr gS ;k vuqca/k fd;k tkuk gS Hkou dh iqoZ esa iqrkbZ dk o"kZ

gk;j lsds.Mjh 'kkldh; gk;j lsds.Mjh Ldwy Hkou csyjxkao 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou ?kqVdsy 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou dqdjsy 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou lkadjk 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou nqxyh 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou MksxkMqyk 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou xV~VkflYyh 382288 vuqca/k fd;k tkuk gSA

'kkldh; gk;j lsds.Mjh Ldwy Hkou ?kksVxkao 382288 vuqca/k fd;k tkuk gSA

gkbZ Ldwy 'kkldh; gkbZ Ldwy Hkou ?kVqyk 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou Nqgh 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou HkksFkkikjk 316601 vuqca/k fd;k tkuk gSA

'kkldh; gkbZ Ldwy Hkou jktiqj 316601 vuqca/k fd;k tkuk gSA

dkWyst 'kk- lq-uk- egkfo|ky; uxjh 1241408 vuqca/k fd;k tkuk gSA

vfrfjDr d{k egkfo|ky; uxjh 415564 vuqca/k fd;k tkuk gSA

ch-Vh-vkbZ Hkou 357056 vuqca/k fd;k tkuk gSA

MkbZV Hkou 147252 vuqca/k fd;k tkuk gSA

rduhdh vkbZ-Vh-vkbZ- Hkou 942765 vuqca/k fd;k tkuk gSA

vLirky 30 fcLrj lkeqnkf;d LokLF; dsUnz vLirky uxjh 598148 vuqca/k fd;k tkuk gSA

gkse;ksiSfFkd vLirky uxjh 41520 vuqca/k fd;k tkuk gSA

Lis'kykbZTM Fksjsih lsUVj uxjh 44115 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz uxjh 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz xV~VkflYyh 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz nqxyh 61572 vuqca/k fd;k tkuk gSA

feuh izkFkfed LokLF; dsUnz csyjxkao 61572 vuqca/k fd;k tkuk gSA

izkFkfed LokLF; dsUnz lkadjk 61572 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou uokxkao 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou ?kqVdsy 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou dliqj 91370 vuqca/k fd;k tkuk gSA

jktLo foHkkx rglhy dk;kZy; uxjh 101242 vuqca/k fd;k tkuk gSA

mirglhy dqdjsy 59323 vuqca/k fd;k tkuk gSA

vuqfoHkkxh; vf/kdkjh dk;kZy; jktLo] uxjh 188145 vuqca/k fd;k tkuk gSA

HkqbZ;k fjdkMZ :e 28682 vuqca/k fd;k tkuk gSA

U;k;ky; foHkkx Hkou O;ogkj U;k;ky; Hkou eqdqUniqj ¼uxjh½ 761288 vuqca/k fd;k tkuk gSA

yksd fuekZ.k foHkkx flesaV xksnke uxjh 26729 vuqca/k fd;k tkuk gSA

milaHkkxh; dk;kZy; Hkou] uxjh 38960 vuqca/k fd;k tkuk gSA

foJke x`g flgkok 189651 vuqca/k fd;k tkuk gSA 2024-25

ckÅaMªhoky 82846 vuqca/k fd;k tkuk gSA 2024-25

fdpu 9393 vuqca/k fd;k tkuk gSA 2024-25

tujy Vk;ysV 4903 vuqca/k fd;k tkuk gSA 2024-25

iqfyl ,oa tsy foHkkx Hkou iqfyl Fkkuk uxjh ¼,l-Mh-vks-ih- dk;kZy;½ 392254 vuqca/k fd;k tkuk gSA

uohu iqfyl Fkkuk Hkou flgkok 203661 vuqca/k fd;k tkuk gSA 2022-23

[ksy ,oa ;qok dY;k.k foHkkx feuh LVsfM;e uxjh ¼bUMksj gky½ 146719 vuqca/k fd;k tkuk gSA

feuh LVsfM;e uxjh 168793 vuqca/k fd;k tkuk gSA

feuh LVsfM;e uxjh ckmaMªhoky 115200 vuqca/k fd;k tkuk gSA

xSj vkoklh; dqy ;ksx 44 11212294

vkoklh; dU;k vkoklh; ifjlj nqxyh 817908 vuqca/k fd;k tkuk gSA

vkoklh; dqy ;ksx 1 817908

mivfHk;ark yksd fuekZ.k foHkkx] milaHkkx&uxjh ¼N-x-½ vuqfoHkkxh; vf/kdkjh yksd fuekZ.k foHkkx] milaHkkx&uxjh ¼N-x-½ dk;Zikyu vfHk;ark yksd fuekZ.k foHkkx]/kerjh laHkkx&/kerjh ¼N-x-½

laHkkx dk uke & /kerjh

'kkldh; Hkouksa ds iqrkbZ ds fy, dk;Z;kstuk &

foRrh; o"kZ 2026&27 esa ftu Hkouksa dk iqrkbZ fd;k tkuk gS] ml Hkou dk uke ,oa vuqekfur ykxr ¼:- yk[k esa½ &

Hkou Js.kh Hkou dk uke ftlesa iqrkbZ fd;k tkuk gS ,oa la[;k vuqekfur ykxr fufonk vkeaf=r gS@ vuqcaf/kr gS ;k vuqca/k fd;k tkuk gS Hkou dh iqoZ esa iqrkbZ dk o"kZ

gk;j lsds.Mjh gk;j lsds.Mjh Ldwy Hkou ckalikuh 382288 vuqca/k fd;k tkuk gSA 2022-23

gk;j lsds.Mjh Ldwy Hkou fcjxqM+h 382288 vuqca/k fd;k tkuk gSA 2022-23

gk;j lsds.Mjh Ldwy Hkou flgkok 146528 vuqca/k fd;k tkuk gSA 2022-23

02 :e vfrfjDr d{k gk;j lsds.Mjh Ldwy Hkou flgkok 42463 vuqca/k fd;k tkuk gSA 2022-23

01 :e vfrfjDr d{k gk;j lsds.Mjh Ldwy Hkou flgkok 26650 vuqca/k fd;k tkuk gSA 2022-23

01 :e 'ksM Hkou gk;j lsds.Mjh Ldwy Hkou flgkok 27519 vuqca/k fd;k tkuk gSA 2022-23

gkbZ Ldwy gkbZ Ldwy Hkou Vkxkikuh 316601 vuqca/k fd;k tkuk gSA 2022-23

gkbZ Ldwy Hkou nsoiqj 317543 vuqca/k fd;k tkuk gSA 2023-24

vLirky izkFkfed LokLF; dsUnz cksjkbZ 61572 vuqca/k fd;k tkuk gSA

ih,plh dssjsxkao 61572 vuqca/k fd;k tkuk gSA 2023-24

ih,plh flgkok 69366 vuqca/k fd;k tkuk gSA 2022-23

miLokLF; dsUnz Vkaxkikuh 104014 vuqca/k fd;k tkuk gSA

miLokLF; dsUnz Hkhrjjkl 104014 vuqca/k fd;k tkuk gSA 2022-23

miLokLF; dsUnz iaMjhikuh 104014 vuqca/k fd;k tkuk gSA

miLokLF; dsUnz [kMiFkjk 104014 vuqca/k fd;k tkuk gSA

miLokLF; dsUnz dksaxsjk 104014 vuqca/k fd;k tkuk gSA

miLokLF; dsUnz HkMflouk 104014 vuqca/k fd;k tkuk gSA

miLokLF; dsUnz fcjxqM+h 104014 vuqca/k fd;k tkuk gSA

miLokLF; dsUnz nsoiqj 104014 vuqca/k fd;k tkuk gSA

miLokLF; dsUnz flgkok 104014 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou dqdjsy 91370 vuqca/k fd;k tkuk gSA 2021-22

mi LokLF; dsUnz Hkou rkyikjk 91370 vuqca/k fd;k tkuk gSA 2021-22

mi LokLF; dsUnz Hkou Qjlkikuh 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou fNiyh 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou MksaxkMqyk 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou nynyh 91370 vuqca/k fd;k tkuk gSA

mi LokLF; dsUnz Hkou gjnhHkkBk 91370 vuqca/k fd;k tkuk gSA

Ik'kq fpfdRlky; uxjh 64826 vuqca/k fd;k tkuk gSA

Ik'kq fpfdRlky; dqdjsy 64826 vuqca/k fd;k tkuk gSA

U;k;ky; foHkkx Hkou

yksd fuekZ.k foHkkx foJke Hkou cujkSn 189651 vuqca/k fd;k tkuk gSA 2024-25

ckÅaMªhoky 82846 vuqca/k fd;k tkuk gSA 2024-25

fdpu 9393 vuqca/k fd;k tkuk gSA 2024-25

tujy Vk;ysV 4903 vuqca/k fd;k tkuk gSA 2024-25

LVksj :e 9393 vuqca/k fd;k tkuk gSA 2024-25

iqfyl ,oa tsy foHkkx Hkou

[ksy ,oa ;qok dY;k.k foHkkx

xSj vkoklh; dqy ;ksx 34 3835943

vkoklh; 30 fcLrj dU;k Nk=kokl Hkou MkbZV uxjh 134857 vuqca/k fd;k tkuk gSA

50 fcLrj dU;k vkJe Hkou HkksFkkikjk 560698 vuqca/k fd;k tkuk gSA

50 fcLrj dU;k vkJe Hkou xsnjk 560698 vuqca/k fd;k tkuk gSA

ckmaMªhoky 139344 vuqca/k fd;k tkuk gSA

50 fcLrj dU;k vkJe Hkou ?kksVxkao 560698 vuqca/k fd;k tkuk gSA

ckmaMªhoky 139344 vuqca/k fd;k tkuk gSA

vkoklh; dqy ;ksx 6 2095639

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NIT SECHDULE FOR STRENGTHENING AND B.T. RENEWAL WORK OF DUDHAWA MURUMSIILI BANRAUD ROAD(MDR- NO. 233) ON KM 30/6 TO 44/2 = 13.80 K.M. AT DISTT DHAMTARI (CG).(DHAMTARI DN.).

C.G. PWD SOR for Bridge & Road works w.e.f. 01/01/2015 P.A.C. Amont Rs. - 2146.55 Lacs

SERIAL No. Department SOR Year Item Code Description UOM Rate Quantity Amount

1 PWD ROAD 2015 2.3 A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle Hect. 40680 5.52 224554

2 PWD ROAD 2015 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. Cum. 95 345.10 32785

3 PWD ROAD 2015 2.5 A Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses Cum. 542 5409.60 2932003

4 PWD ROAD 2015 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum. 223 28533.89 6363057

5 PWD ROAD 2015 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) CUM 250 29628.14 7407036

6 PWD ROAD 2015 4.1 A (b) (i) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Sub-base cum drainage layer or upper sub-base with Grading-V Material CUM 1372 38526.01 52857688

7 PWD ROAD 2015 4.10 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) Cum 1434 25424.78 36459127

8 PWD ROAD 2015 5.1 (i) Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502. on WBM/WMM surface @0.85 Kg/sqm. Sqm 64 98532.00 6306048

9 PWD ROAD 2015 5.2 (ii) Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 17 98532.00 1675044

10 PWD ROAD 2015 5.25 A (ii) Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 100-120 TPH capacity Batch Type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.) With sensorl paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) Cum 8640 5911.92 51078989

11 PWD ROAD 2015 5.26 A (iIi) Bituminous Concrete (Providing and laying bituminous concrete with minimum 100-120 TPH capacity Batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)) With sensorl paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % cum 10621 3941.28 41860335

12 PWD ROAD 2015 4.13 A Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. With vibratory roller cum 291 6831.00 1987821

13 PWD ROAD 2015 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) sqm 707 3692.5 2610598

14 PWD ROAD 2015 8.14 (i) Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 5th kilometer stone (precast) each 2436 4 9744

15 PWD ROAD 2015 8.14 (ii) Ordinary Kilometer stone (Precast) each 1460 11 16060

16 PWD ROAD 2015 8.14 (iii) Hectometer stone (Precast) each 410 55 22550

17 PWD ROAD 2015 8.19 Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79. Each. 1913 62 118606

18 PWD ROAD 2015 4.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M-20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. Each 431 30 12930

19 PWD ROAD 2015 8.23 Providing & Fixing tree studs in Square/ Round shape of 4” side/diameter made of 2 mm aluminum substrate (Confirming to IS:736 -Material Designation, 24345 or 1900) end reflective surface of High Intensity grade as specified in section 801.3 of MORT&H duly treated with HLVA and fixing the same with four Nos. high strength nails confirming to 1S:1367 on trees at site each. Each 67 220 14740

20 PWD ROAD 2015 8.37 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge. Each 440 450 198000

21 PWD ROAD 2015 8.20 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. Each. 1491 84 125244

22 PWD ROAD 2015 8.30 A Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3) Meter 2602 884 2300168

23 PWD ROAD 2015 8.44 (i) Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings. Single row for one utility service Meter 553 75 41475

Total Rs. :- 214654602