Construction of a sewerage line covered drain from Bhakhararam Devasi house to the main drain in Tapra

uhao [kkbZ ij uky esa 1-5ehVj xgjkbZ rd feVVh dh [kqnkbZ djuk ry dks dqVuk ikuh Mkyuk cxy dks lokjUkk [kqnh feVVh dks ckgj fudkyuk uhao Hkjus ds ckn [kkyh LFkkuks dks iqu% feVVh ls Hkjuk rFkk cuh gqbZ feVVh dks yxkrkj 50 eh- dh nwjh rd fuLrkj.k djuk

सीमेंट कंक्रीट फर्श को तोड़ना तथा टूटी सामग्री को 50 मीटर दूरी तक फैंकना।

lkbV ij miyC/k djkuk] [kkb;ksa dks uhps djuk vkSj fcNkuk] lajsf[kr djuk vkSj tksM+uk vkjlhlh ikbi ,uih3 oxZ ¼,l/,l fljksa ds lkFk½ vkbZ,l% 458 & 1988 ¼la'kksf/kr fnukad½ vafdr fd;k x;k vkSj 300 feeh ls 2000 feeh rd ds ikbi fufeZr fd;s x;s jcj ds lkFk lHkh Lrjksa ij Å/kZ~ok/kj / daiu dkfLVax çfØ;k ds ek/;e ls vkbZ,l ds vuqlkj lhoj ykbuksa ds fy, xSldsV ¼bZihMh,e/,lchvkj½% 5382 ¼jcj xSldsV Lusgd dh ykxr lfgr½] Mªkbax ds vuqlkj] vuqHkkxh; gkbMªks ijh{k.k lhoj ikbi ykbu dh ¼ykxr vkSj ikuh ds ifjogu lfgr½Aijh{k.k ds fy, lkbV½ vkfn] bathfu;j ds funsZ'kkuqlkj iwjk djsaA 200mm

ikbi dk ckgjh O;kl ¼chlh½ + okyh nkusnkj fcLrj çnku djuk 500 feeh] ikbi ds uhps dh eksVkbZ ¾ 0-25chlh ;k 100 feeh ¼tks Hkh gks mPprj½ vkSj gafpax ¾ 0-5 chlh] xzsMsM gkMZ Ø'kj ds lkFk VwVk gqvk 100% dk iRFkj 20 feeh 'kho ls xqtjrk gS] 20 ls 50% xqtjrk gS 10 feeh 'kho ds ek/;e ls vkSj 6-3 feeh 'kho ij 100% cuk, j[kuk] fcNkuk jSfeax] dal‚fyMs'ku vkfn lfgr 10/15 lseh eksVkbZ dh ijrsa Mªkbax ds vuqlkj fuEufyf[kr vkdkjksa ds lHkh çdkj ds ikbiksa ds fy, iw.kZ ;k bathfu;j ds funsZ'kkuqlkjA

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm(3x2.50ft) and 45 cm(1.50ft) deep including C.I. cover with frame (light duty) 455x610 mm(1.5x2ft) internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With bricks with class designation 75

Constructing providing and fixing of pre-cast RCC M-40 grade circular Road Side Inspection Chamber including earthwork with following dia and depth cylindrical piece with 100mm wall thickness, inbuilt 100mm thick base slab, inbuilt cover & frame on top, provision for 110mm OD in and out sewer connection with making proper inbuilt benching and channel with PCC M-15 grade including providing cast-in-situ 100mm thick base foundation of PCC M-10 grade, supplying and fixing circular precast SFRC Circular 300 / 450 mm dia manhole cover with frame MD-10 (as per IS-12592 amended upto date), including steel reinforcement minimum @ 80kg/cum, testing for water tightness complete in all respect as per drawing, specification and the direction of the Engineer. (Pre-cast Road side inspection chamber of 300mm dia (internal), 450mm depth and 600mm dia base foundation

सीमेंट कंक्रीट सड़क की ऊपर की सतह पर कंट्रोल्‍ड कंक्रीट मिलाना ,डालना तथा निडिल तथा सतही कम्पन मशीन (वाईब्रेटर) चलाना तथा न खिसकने वाली सतह के लिये , चाहे गए ग्रेड,केम्‍बर तथा सुपर एलिवेशन में तैयार करना !       1:1.5:3 में

Providing and fixing on wall face Unplasticised Rigid PVC Single socketed pipes rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.Bend 87.5 110mm bend

lkbV ij miyC/k djkuk] [kkb;ksa dks uhps djuk vkSj fcNkuk] lajsf[kr djuk vkSj tksM+uk ihohlh&;w ikbi ¼,l,u 8½ vkbZ,l 15328 ds vuqlkj ¼vkt rd la'kksf/kr½ vkSj tSlk l‚dsV vkSj fLixksV tksM+ ds lkFk jcj ds NYys ds lkFk fofunsZ'kksa ds vuqlkj]¼bZihMh,e/,lchvkj½ Mªkbax ds vuqlkj ikbi dh yackbZ ds fy, lHkh xgjkbZ ds fy, gkbMªksfyd QhYM ijh{k.k ¼ykxr lfgr½ lfgr fof'k"Vrk ijh{k.k ds fy, lkbV rd ikuh igqapkuk½ vkSj deh'kfuax vkfn bathfu;j ds funsZ'kkuqlkj iwjk djsaA uksV% E/w ekik tkuk gS vkSj vyx ls Hkqxrku fd;k x;kA ikbi dh yackbZ chp esa ekih tk,xh nks eSugksy/fujh{k.k d{kksa dh ckgjh nhokjA ikbi esa eSugksy / fujh{k.k d{k dh nhokj dks blesa 'kkfey ekuk tk,xk eSugksy/fujh{k.k d{k dh en dk Hkqxrku ns; ugha gksxkA 110 feeh ukeek= O;kl

contygency