Construction of Tanka 11 No under MJSA-2.0 IInd Phase , AEn WDSC P.S Fatehpur, Sikar

uhao esa 1-5 ehVj xgjkbZ rd feV~Vh dh [kqnkbZ djuk]ry dks dwVuk ikuh Mkyuk] [kqnh ehV~Vh dks ckgj fudkyuk] uhao Hkjus ds ckn [kyh LFkkuksa dks iqu% feV~Vh ls Hkjuk rFkk cph gqbZ feVh dks 50 ehVj dh nqjh rd fuLrkj.k djuk साधारण मुलायम मिट्टी में vkbZVe ua- 2 v

dqa, dh [kqnkbZ es ,d vfrfjDr mBku lfgr 1-5 ls 3 eh- rd ¼ vkbZVe ua- 173 v½

फर्श के नीचे सूखा खरंजा हेतु 15 सेमी उंचे पत्‍थरों की आपूर्ति एवं खरंजा लगाने का पूर्ण कार्य। (item no. 65)

dq.M ds Q'kZ esa lhesaV dadjhV 1% 1-5 % 3 feJ.k dh izofyr lhesaV dadjhV esa Mkyuk rFkk vkiwfrZ djuk] Nr dh lSysc] Nts] che] yhUVy vkfn esa ncuk] rjkbZ djuk rFkk lrg dks 1% 3 lhesaV elkys ls lery djuk vkfn lesr rkjcanh lfgr ijUrq LVhy rFkk 'kVfjax dh dher vyx ls bdkbZ ?k-eh- vkbZVe 13 c ¼ctjh ds LFkku ij LVksu MLV½

Shuttering:Walls(any thickness) including attached plisasters,buttresses,plinth and string course(item no. 4.12.1)PWD BSR SIKAR 2019

dq.M ds Q'kZ esa vkjlhlh dke ds fy, yksgs dks dkVuk] eksM+uk rFkk LFkku ij yxkuk o cka/kus dk dk;Z e; vkiwfrZ ds bdkbZ fdyksxzke vkbZVe l-a 61

dq.M dh fnokj esa lhesaV dadjhV 1% 1-5 % 3 feJ.k dh izofyr lhesaV dadjhV esa Mkyuk rFkk vkiwfrZ djuk] Nr dh lSysc] Nts] che] yhUVy vkfn esa ncuk] rjkbZ djuk rFkk lrg dks 1% 3 lhesaV elkys ls lery djuk vkfn lesr rkjcanh lfgr ijUrq LVhy rFkk 'kVfjax dh dher vyx ls bdkbZ ?k-eh- vkbZVe 13 c ¼ctjh ds LFkku ij LVksu MLV½

dq.M esa lheasV IykLVj dk dk;Z 1%4 esa lhesaV ctjh feydkj tksM+ks dks dqjsnuk rFkk rjkbZ lfgr 25 eheh eksVkbZ esa vkbZVe ua- 76 v

dq.M ds lheasV IykLVj dk dk;Z 1%6 esa lhesaV ctjh feydkj tksM+ks dks dqjsnuk rFkk rjkbZ lfgr 12 ,e,e eksVkbZ esa vkbZVe ua- 77 l

lhesUV dadfjV uhoa ;k Q'kZ 20 ,e,e ukih; eki dh iRFkj dh ¼d'kj czksdu ½ fxVVh lhesUV] Lvksu MLV] elkyk 1 lhesUV % 3 LVksu MLV % 6 fxVVh vuqikr esa feykdj Mkyuk rFkk dqVkbZ djuk rjkbZ lesr vkbZVe la- 170 c

ik;ru dh pkj fnokjh ij lQsnh dk dk;Z 3 rg esa rkfd bdlkj vkHkk gks tk;s] u;s dk;Z ij jxM+uk]lrg cukuk vkfn iw.kZ ikM+cUnh lfgrA vkbVe u- 80 v

lsUVfjax 'kVfjax ¼r[rk ,oa MqykcUnh½ dk vkj-lh-lh- Nr] LySc] NTtS] fyUVy vkfn Mkyus ds fy, yxkuk 4-5 eh- mpkbZ rd ds fy, rFkk gVkuk vkfn fo'ks"k fooj.k ds vuqlkjA 'kVfjax LVhy ¼vkbZVe ua- 93 c½

ik;ru esa Q'kZ esa lhesaV dadjhV 1 lhesaV] 3 LVksu MLV] 6 fxVVh iRFkj dh 20 ,e,e ukih; eki dh uhao esa Mkyuk] dqVuk rFkk rjkbZ vkfn lfgr vkbZVe la- 170 c

Ik'kqvksa ls ik;ru dh lqj{kk gsrq ,axu vk;ju yxkuk ¼30x30x3½ ;wfuV oSV 1.4kg/mtr

Ik'kqvksa ls ik;ru dh lqj{kk gsrq ,axu vk;ju ds lkFk ckjcM ok;j dh ckM+ yxkuk ¼14 xSt ok;j ,oa 14 xSt LVMZ½

Providing & laying broken glazed tiles on roof (Broken glazed tiles not less than 9 kg per sq. m) on top of hot bitumen @1.7 kg/sq. m (1.4 kg of VG-40(30/40) grade and .3 kg/sq. m of VG-10(80/100) grade ) and joints filled with cement mortar 1:2 (1 cement :2 marble dust mixed with water proofing compound all complete as per direction of engineer - in - charge. (PWD BSR 2023-24 item no.10.24)

fMLiys cksMZ yxkuk

gS.MiEi ¼lh-vkbZ- la- 4½] tkyh 5 ux rFkk <Ddu ykuk o yxkuk

lhesUV

LVksu MLV

[kjatk iRFkj