|
| 1 | fo|qr Hk.Mkj dsUnz&ckxir@cM+kSSRk@esjB ls fuEufyf[kr lkexzh 33@11 ds0oh0 midsUnz@dk;ZLFky rd igqpkuk] ftlesa nksuks rjQ ls yksfMax ,oa vuyksfMax 'kkfey gSA |
| 2 | ,l0Vh0 iksy ¼11eh0½] ih0lh0lh iksy ¼8-5@9 eh0½ |
| 3 | ih0lh0lh iksy ¼11eh0½ |
| 4 | 25@63@100 ds0oh0,0 forj.k ifjorZd |
| 5 | fo|qr Hk.Mkj dsszUnz&ckxir@esjB ls 70@120@185 Sq.MM lkbZTk XLPE dsfcy dh lkbZV ij |
| 6 | ykbZu lkexzh tSls 11 ds0oh0 fiu] 11 ds0oh0 fiu balqysVj] 11 ds0oh0 fMLd] LVs ok;j] ,0lh0,l0vkj0 ohty daMDVj vkfn |
| 7 | fo|qr Hk.Mkj dszUnz&ckxir@esjB ls (1X16+1X25Sq.MM) flaxy Qsl ,l0ch0 dssfcy dh |
| 8 | ,y0Vh0 ,0ch0lh0 (3X50+1X35+1X16 Sq.MM), (3X95+1X70+1X16Sq.MM) ,ao (3X120+1X95+1X16) Sq.MM dh |
| 9 | flaxy iksy gsrq 8-5 o 9 ehVj ihlhlh ,oa 11ehVj ,l0Vh0 iksy dks fuEukuqlkj [kM+k djus dk dk;ZDigging of pits in Kacha/Pakka road, Erection of 8.5/9 Mtr PCC Pole and 11 Mtr ST 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. |
| 10 | 11 ehVj ih0lh0lh0iksy dks fuEukuqlkj [kM+k djus dk dk;ZDigging of pits in Kacha/Pakka road, Erection of 11Mtr PCC Pole 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. |
| 11 | 8-5 @9 ehVj@11 ehVj ih0lh0lh0 iksy ,oa 11 ehVj ,l0Vh0 iksy ls 10 ua0 Mcy iksy cukus gsrq jsLiks o foHkkxh; ekudkuqlkj x<+Mk [kksndj iksy [kM+s djuk rFkk iqqu% ekudkuqlkj x |
| 12 | 250@400@dsoh, VªkalQkWej dks j[kus ds fy, fIyUFk fuekZ.k dk dk;ZZAConstruction of New Plinth for 250KVA & above capacity Distribution Transformers, 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). |
| 13 | 250@400 dsoh, VªkalQkWej dks Hk.Mkj dsUnz lss izzkIr djds fIyUFk ij LFkkfir djuk] dsfcy dusD'ku o leLr lEcfU/kr dk;ZA ftlesa nksuks rjQ ls yksfMax ,oa vuyksfMax 'kkfey gSA |
| 14 | 70@120@185 Sq.MM dsfcy dh TokbfVxa dscy ckDl dk dk;Z ¼TokbfVxa dsfcy ckDl fdV foHkkx }kj ns;a gksxh ,oa tksbUVj ,oa vU; leLr lkexzh fufonkdkj }kjk ns; gksxhA |
| 15 | fuEukuqlkj dsfedy vfFkZax djds ehVfjax D;wfcdy@ifjorZdksa dh vfFkaZx dk dk;Z ftlesa fodsUnzh;Ñr lkexzh fufonkdkj }kjk ns; gksxhAChemical 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) |
| 16 | flaxy@Mcy iksy ij leLr ykbZu lkexzh dh LFkkiuk dk dk;Z |
| 17 | jsLiks vuqlkj 11 ds0oh fiu balqysVj fiu lfgr ¼lkexzh foHkkx }kjk ns;½ |
| 18 | jsLiks vuqlkj 11 ds0oh fMLd balqqysVj fQfVax lfgr ¼lkexzh foHkkx }kjk ns;½ |
| 19 | jsLiks vuqlkj ,l0,l0 pSuy 125X65X1300 ,e0,e0 Vh&vkWQ ¼lkexzh foHkkx }kjk ns;½ |
| 20 | jsLiks vuqlkj ,l0,l0 pSuy 125X65X2240 ,e0,e0 VkWi ¼lkexzh foHkkx }kjk ns;½ |
| 21 | jsLiks vuqlkj ,l0,l0 pSuy 100X50X2028 ,e0,e0 MªkWij ¼lkexzh foHkkx }kjk ns;½ |
| 22 | jsLiks vuqlkj ,l0,l0 ,asxy 75X75X6X2028 ,e0,e0 ¼ifjorZd csl½ ¼lkexzh foHkkx }kjk ns;½ |
| 23 | leLr iksyks dh fuEukuqlkj xzkmfVax o dadjhfVax dk dk;Z%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) |
| 24 | LVs lsV ¼fuEukuqlkj xzkmfVax lfgr½ yxkus dk dk;ZAGrouting 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 | 25@63@100 ds0oh0,0 ifjorZd dks Mcy iksy ij LFkkfir dj pkyw djus ls lEcfU/kr leLr dk;ZA |
| 26 | jsLiks vuqlkj vfFkZax jksM }kjk ifjorZd dh U;wVy ,oa ckWMh vfFkZax djus dk dk;ZA ¼vyx&vyx½ |
| 27 | ,p0Vh0 ykbZuksa ds xkfMZx dk dk;Z ¼leLr lkexzh fufonkdkj }kjk ns; gksxhA½ |
| 28 | jsLiks ekuqdkuqlkj ,0lh0,l0vkj0 ohty daMDVj }kjk ykbZu cukus ,oa pkyw djus ls lEcfU/kr leLr dk;ZA |
| 29 | jsLiks ekuqdkuqlkj ,y0Vh0 flaxy Qsl (1X25+1X16)Sq.MM ,0ch0lh0 ykbZu cukus ,oa pkyw djus ls lEcfU/kr leLr dk;ZA |
| 30 | jsLiks ekuqdkuqlkj ,y0Vh0 ,0ch0lh0 (3X50+1X35+1X16 Sq.MM) (3X95+1X70+1X16Sq.MM) ,ao (3X120+1X95+1X16) Sq.MM dh ykbZu cukus ,oa pkyw djus ls lEcfU/kr leLr dk;ZA |
| 31 | 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 |
| 32 | 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 ftlesa nksuks rjQ ls yksfMax ,oa vuyksfMax 'kkfey gSA |
| 33 | 250@400 dsoh, forj.k ifjorZdksa dh fuEukuqlkj Qsflax dk dk;Z ,oa mijksDrkuqlkj dsfedy vfFkZxa dk dk;Z 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) |
| 34 | fuEu lkexzh fufonkdkj }kjk ns; gksxh rFkk LFkkiuk dk dk;Z Hkh fufonkdkj }kjk djk;k tk;sxk |
| 35 | mPp {kerk ds ,y0Vh DySEi uV cksYV lfgr |
| 36 | mPp {kerk ds gksfYMax DySEi uV cksYV lfgr |
| 37 | mPp {kerk ds ,WQ DySEi uV cksYV lfgr Please Enable Macros to View BoQ information |
