CONSTRUCTION OF NEW LT/ 11 KV/33 KV LINE FOR RELEASING NEW CONNECTIONS AND OTHER ASSOCIATED WORKS UNDER THE JURISDICTION OF ELECTRICITY DISTRIBUTION DIVISION-I, BARAUT(UNDER DEPOSIT SCHEME).

fo|qr Hk.Mkj dsUnz&ckxir@cM+kSSRk@esjB ls fuEufyf[kr lkexzh 33@11 ds0oh0 midsUnz@dk;ZLFky rd igqpkuk] ftlesa nskuksa rjQ ls yksfMax ,oa vuyksfMax 'kkfey gSA

,l0Vh0 iksy ¼11eh0½] ih0lh0lh iksy ¼8-5@9 eh0½

ih0lh0lh iksy ¼11eh0½

25@63@100 ds0oh0,0 forj.k ifjorZd

fo|qr Hk.Mkj dsszUnz&ckxir esjB ls 70@120@185 Sq.MM lkbZTk XLPE dsfcy dh lkbZV ij <qykbZ dk dk;ZA

dk;Z gsrq ykbZu lkexzh tSls 11 ds0oh0 fiu] 11 ds0oh0 fiu balqysVj] 11 ds0oh0 fMLd] LVs ok;j] ,0lh0,l0vkj0 ohty daMDVj vkfn <qykbZ dk dk;ZA ftlesa nskuksa rjQ ls yksfMax ,oa vuyksfMax 'kkfey gSA

fo|qr Hk.Mkj dszUnz&ckxir@esjB ls (1X16+1X25Sq.MM) flaxy Qsl ,l0ch0 dssfcy dh <qykbZ dk dk;ZA ftlesa nskuksa rjQ ls yksfMax ,oa vuyksfMax 'kkfey gSA

,y0Vh0 ,0ch0lh0 (3X50+1X35+1X16 Sq.MM), (3X95+1X70+1X16Sq.MM) ,ao (3X120+1X95+1X16) Sq.MM dh <qykbZ dk dk;ZA ftlesa nskuksa rjQ ls yksfMax ,oa vuyksfMax 'kkfey gSA

flaxy iksy gsrq 8-5 o 9 ehVj ihlhlh @11 ehVj ih0lh0lh0@11ehVj ,l0Vh0 iksy dks fuEukuqlkj [kM+k djus dk dk;Z Digging of pits in Kacha/Pakka road, Erection of Single Pole including fixing of all required accessories by providing M.S. Clamps Nut & Bolts including road restoration work after pole digging at site As Per Respo Norms

Mcy iksy cukus gsrq 8-5 o 9 ehVj ihlhlh @11 ehVj ih0lh0lh0@11ehVj ,l0Vh0 iksy dks fuEukuqlkj x<+Mk [kksndj iksy [kM+s djus dk;ZA Digging of pits in Kacha/Pakka road and Erection of Double poles including fixing of all required accessories by providing M.S. Clamps Nut & Bolts including road restoration work after pole digging at site As Per Respo Norms

250@400@dsoh, VªkalQkWej dks j[kus ds fy, fuEukuqlkj fIyUFk fuekZ.k dk dk;ZZA The size of plinth shall be 2M long 2m wide and the height of the plinth shall be 1.50 M with 20 cm. thick top slab with 02 no. 125x65mm MS channel 2 M long embedded in it. The repairing work includes excavation of earth, laying of brick ballast pad for foundation brickwork, CC and plastering and proper curing. The ratio of cement/course sand/fine sand/brick ballast/stone grit as per RESPO schedule including unloading and Loading of the transformer with complete work in all respect. (All work and material in the scope of the Contractor)

250@400@ dsoh, VªkalQkWej dks Hk.Mkj dsUnz lss izzkIr djds fIyUFk ij LFkkfir djuk ,oa leLr izdkj ds dsfcy dusD'ku djus dk dk;Z] ftlesa nksuksa rjQ ls yksfMx o vuyksfMax 'kkfey gSA

70@120@185 Sq.MM dsfcy dh TokbfVxa dscy vuqHkoh dsfcy tksbZVj miyC/k djokrs gq, LVsV Fkzw ckDl@TokbfVax fdV Hkjdj pkyw djus dk dk;Z ¼TokbfVxa fdV@ckDl fdV foHkkx }kj ns;a gksxh tks fufonkdkj }kjk LVksj ls izkIr dj lkbZV ij igqpkbZ tk;sxhA½

fuEukuqlkj dsfedy vfFkZax djds ehVfjax D;wfcdy@ifjorZdksa dh vfFkaZx dk dk;Z ftlesa leLr lkexzh fufonkdkj }kjk ns; gksxhA Chemical Earthing of T/F : Providing of earth elctrode strip in pipe terminal type chemical earthing proper hot deep galvanization dia 50 mm length 3 mtr down conductor size - 32mm x 6mm terminal connection hole dia 8mm The cavity between the strip & pipes is filled with condutive mixture - for hermetically filling inside the cavity i.e. between secondary conductor & primary conductor, crystline compound is to be injected in the electrode assembly. It is a combination of high conductivity metal alloys, copper & aluminum power, conductive carbon / cement and bonding material etc the electrode should be sealed from both the ends. The outer pipe of the elctrode should be zinc coated the characteristics of this compound is highly cnductive, non magnetic & non corrosive in G.I. Including providing of Pgs backfill compound each elctrode should be supplied with bags of 25 kg x 2 bfc compound (ground resistance enhancement powder 50 kgs each CPRI tested to connect the above chemical earthing with the GI strip of size 32 mm x 6 mm suitable for distribution transformer. (All work and material in the Contractor Scope)

dk;Z gsrq Mcy iksy ij leLr ykbZu lkexzh dks yxkus dk;Z

jsLiks ekudkuqlkj gksfYMax DySEi uV cksYV lfgr

jsLiks ekudkuqlkj 11 ds0oh fiu balqysVj fiu lfgr

jsLiks ekudkuqlkj 11 ds0oh fMLd balqqysVj fQfVax lfgr

jsLiks ekudkuqlkj ,l0,l0 pSuy 125X65X1300 ,e0,e0 Vh&vkWQ

jsLiks ekudkuqlkj ,l0,l0 pSuy 125X65X2240 ,e0,e0 VkWi

jsLiks ekudkuqlkj ,l0,l0 pSuy 100X50X2028 ,e0,e0 MªkWij

jsLiks ekudkuqlkj ,l0,l0 ,asxy 75X75X6X2028 ,e0,e0 ¼ifjorZd csl½

8-5 o 9 ehVj ihlhlh @11 ehVj ih0lh0lh0@11ehVj ,l0Vh0 iksy dh fuEukuqlkj xzkmfVax o dadjhfVax dk dk;ZA Grouting of Poles in CC 1:3:6 (Cement, sand & 20mm stone grift). Grouting will be done in the block of size (450x450)mm x1/6th of full length of the support, upto ground level, 300mm plinth above the ground level with C.C. 1:3:6 (Cement, Course sand and Stone grift) with muffing as per RESPO. Work includes back filling and proper ramming with Road Restoration at Kacha/Pakka site. (All work and material in the Contractor Scope)

jsLik ekudkuqlkj LVs ¼fuEukuqlkj xzkmfVax lfgr½ yxkus dk dk;ZA Grouting of Stay rods (20x1800mm.) including all works of excavation, cement concrete in size of (0.60x0.60x0.30) M in the ratio of 1:4:6 (cement, sand and 40mm. brick ballast) including back filling of soil and proper ramming etc.

25@63@100 ds0oh0,0 ifjorZd dks Mcy iksy ij LFkkfir djus ,oa leLr izdkj ds dsfcy dusD'ku djus dk dk;ZA

ifjorZd dh jsLiks ekudkuqlkj U;wVy o ckWMh vfFkZax djus dk dk;ZA ¼vyx&vyx½

,p0Vh0 ykbZuksa ds xkzWWfMax dk dk;Z ¼leLr lkexzh fufonkdkj }kjk ns; gksxhA½

,0lh0,l0vkj0 ohty daMDVj }kjk ykbZu cukus dk dk;ZA

,y0Vh0 flaxy Qsl (1X25+1X16)Sq.MM ,0ch0lh0 ykbZu cukus dk dk;ZA

,y0Vh0 ,0ch0lh0 (3X50+1X35+1X16 Sq.MM) (3X95+1X70+1X16Sq.MM) ,ao (3X120+1X95+1X16) Sq.MM dh ykbZu cukus dk dk;ZA

,p0Vh0 lkbZM ls tEQWj dj ,y0Vh0 lkbZV ls dsfcy yxkdj miHkksDrk dk la;kstu djukA

lkbZV dh vko';drkuqlkj vksojgsM XLPE 11 dsoh dsfcy ¼nks iksyksa ds e?; vfFkZxa@LVsok;j ds ek/;e ls mfpr nwjh ij DySEi@iSfdax yxkdj½ fcNkus dk dk;Z ¼fodsUnzhd`r lkexzh fufonkdkj }kjk ns;½

11 dsoh ehVfjax D;wfcdy] lhVh&ihVh ;wfuV] dsfcy TokbafVax fdV ¼3@4 ux½ Hk.Mkj dsUnz ls izkIr djds LFkkiuk LFky rd igqpkuk ,oa dsfcy ckWDl dks Hkjdj ykbZu ls tksMrs gq, lhVh ihVh ;wfuV ls duSDV dj 11 dsoh ehVfjax D;wfcdy ehVfjax dejsa esa yxkdj la;kstu dks ÅthZd`r djukA¼la;kstu ij ehVj foHkkx }kjk yxk;k tk;sxkA½

250@400 dsoh, forj.k ifjorZdksa dh fuEukuqlkj Qsflax dk dk;Z mDr fooj.kkuqlkj dsfedy vfFkZxa lfgr % The fencing shall be frame of size 1.5mt x1.80 mt fabricated out of MS angle iron of size 40x40x5 mm having 2 Nos. legs of 45 Cm. long in each frameduly welded and fixed with wire mesh of size 75mm 25mm, 10 SWG within the frame, pressed under MS flat of size 25x5 mm inside the angle iron on all four sides with the help of approx. 20 Nos. bolts and nuts. of 10 mm dia along with cross bracing of 25x5 mm MS flat on every frame will be grouted in 1:2:4 cement mortar with cement, coarse sand 20 mm gauge stone ballast in the size 0.22x0.22x0.45 Mtrs. Every frame after repairing will be painted with one coat of red oxide and two coats of blue synthetic enamel paint of approved make after proper cleaning. The above mentioned frame will be jointed with each other with 70 mm long MS flat of size 25x5mm by first class welding as per site. Fabrication and providing of wire mesh fencing frame for gate of size 1.5x180 Mtrs. Fabricated as items no. 2 and fixing of gate frame at each S/S as per site requirement with grouted frame providing 3 Nos. 100 mm size heavy duty hinges duly welded and having suitable locking arrangment and proper painting.(All work and material in the Contractor Scope)

fuEu lkexzh fufonkdkj }kjk ns; gksxh rFkk LFkkiuk dk dk;Z Hkh fufonkdkj }kjk djk;k tk;sxk

mPp DokfyVh vkbZ,lvkbZ ekudkuqlkj ,y0Vh DySEi uV cksYV lfgr

mPp DokfyVh vkbZ,lvkbZ ekudkuqlkj gksfYMax DySEi uV cksYV lfgr

mPp DokfyVh vkbZ,lvkbZ ekudkuqlkj ,WQ DySEi uV cksYV lfgr

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