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| 1 | SUPPLY |
| 2 | Shackle insulator75X90 with N&B |
| 3 | Stay insulator |
| 4 | Holding clamp forSP-23 with N&B |
| 5 | Stay ClampSP-21 with N&B |
| 6 | Bracing clamp for SP-23 with nut & bolt (Top) |
| 7 | Bracing clamp for SP-23 with nut & bolt (Bottom) |
| 8 | Stay clamp forSP-23 with D/E withN&B |
| 9 | Stay ClampSP-10 with N&B |
| 10 | LT Clamp SP-21 with N&B |
| 11 | LT Clamp SP-10 with N&B |
| 12 | Earh wire clamp for SP-23 with nut & bolt |
| 13 | LABOUR CHARGE |
| 14 | Cartage of STP SP-23 poles from store centre to site with loading-unloading at both points and proper stocking distance 110 Km |
| 15 | Cartage of STP SP-21 poles from store centre to site with loading-unloading at both points and proper stocking distance 110 Km |
| 16 | Cartage of small material from store centre to site with loading-unloading at both points and proper stocking distance 110 Km |
| 17 | Cartage of T/F 11/0.4 KV 25 KVA from store centre to site with loading-unloading at both points and proper stocking distance 110 Km |
| 18 | Cartage of T/F 11/0.4 KV 63 KVA from store centre to site with loading-unloading at both points and proper stocking distance 110 Km |
| 19 | Cartage of T/F 11/0.4 KV 100 KVA from store centre to site with loading-unloading at both points and proper stocking distance 110 Km |
| 20 | Head load cartage of STP SP-23 pole from road to site (average lead 3 km) |
| 21 | Head load cartage of STP SP-21 pole from road to site (average lead 3 km) |
| 22 | Head load cartage of small material pole from road to site (average lead 3 km) |
| 23 | Head load cartage of T/F 11/0.4 kV 25 KVA from road to site (average lead 3 km) |
| 24 | Head load cartage of T/F 11/0.4 kV 63 KVAfrom road to site (average lead 3 km) |
| 25 | Head load cartage of T/F 11/0.4 kV 100 KVA from road to site (average lead 3 km) |
| 26 | Fabrication of MS Chanel,Angle iron after cutting in required size with drilling of holes upto good finish for top channel,bracing and special type bracket etc as per RESPO schedule & local approved drawing. |
| 27 | Excavation of earth for STP SP-23 (0.9x0.6x1/6x8.5=0.76 cum per pole) pole pit of size 0.9*0.6*1/6 of full length of pole in all type of soil including propoer dressing of sides and rammingof bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work. |
| 28 | Excavation of earth for STP SP-21 (0.9x0.6x1/6x8.5=0.76 cum per pole) pole pit of size 0.9*0.6*1/6 of full length of pole in all type of soil including propoer dressing of sides and rammingof bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work. |
| 29 | Erection of STP SP-23 polesupport pole in proper levelan dalingment alongwith fixing of all accessories , as per RESPO constrution Manual |
| 30 | Erection of STP SP-23 double polesupport pole in proper levelan dalingment alongwith fixing of all accessories , as per RESPO constrution Manual |
| 31 | Erection of STP SP-21 polesupport pole in proper levelan dalingment alongwith fixing of all accessories , as per RESPO constrution Manual |
| 32 | Grouting of STP SP-23 pole in size 0.45*0.45*1/9 of the support in cc ratio 1:4:8(1cement :4 graded stone 20mm nominal size :8 coarse sand) block including cost of cement sandand stone ballast back filling of soil and boulders in pit and ramming and proper alingment ,leve;ing as per RESPO constuction Manual.(0.45*0.45*1/9*8.5=0.191 cum per pole |
| 33 | Grouting of STP SP-21 pole in size 0.45*0.45*1/9 of the support in cc ratio 1:4:8(1cement :4 graded stone 20mm nominal size :8 coarse sand) block including cost of cement sandand stone ballast back filling of soil and boulders in pit and ramming and proper alingment ,leve;ing as per RESPO constuction Manual.(0.45*0.45*1/9*8.5=0.191 cum per pole |
| 34 | Muffing of poles size0.45cm*0.60cm radius with CC 1:3:6(1 cement:3 coarse sand :6 graded stone 10 mm nominal size) block size 45 cm height from ground level including cost of cement ,stone and sand etc. |
| 35 | Excavation of earth for stay of size 0.6*0.6*1.2 mtr in all type of soil including pro[per dressing of sides and ramming of bottom including getting out the excavated soil and disposl of surplus excavated soil as directed complete work. (0.6*0.6*1.2 mtr =0.432 cum per stay ) |
| 36 | Fixing tighting and nozzeling of stay with pole and stay rod on required tension as per drawing/RESPO manual |
| 37 | Grouting of stay in size 0.6*0.6*0.3 in CC ratio 1:4:8( 1 cement :4 graded stone 20mm nominal size :8 coarse sand ) block including cost of cement, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alingment,leveling as per RESPO manual.(0.6*0.6*0.3=0.108cum per stay ) |
| 38 | Earthing of support with M.S .Earth rod of 2.5 mtr long including excavation of pit and digging of M.S. Rod to depth and connecting the earth electrode with the help of G.I. Wire as per construction manual |
| 39 | Mounting ofT/F 11/0.4 KV 25 KVA capacity transformers on double pole structure and fixing of channel/angle etc and making H.T & L.T connections complet work upto the stage of energisation |
| 40 | Mounting ofT/F 11/0.4 KV 63 KVA capacity transformers on double pole structure and fixing of channel/angle etc and making H.T & L.T connections complet work upto the stage of energisation |
| 41 | Mounting ofT/F 11/0.4 KV 100 KVA capacity transformers on double pole structure and fixing of channel/angle etc and making H.T & L.T connections complet work upto the stage of energisation |
| 42 | Guarding of Line over Telepnone/Road/11KV/LT Line crossing as per drawing with 6/8 SWG GI wire including fixing of guarding channel/angle as per RESPO manual. |
| 43 | Laying spreading, stringing & sagging of ACSR Rabbit 11 KV completewith binding and jumpering . |
| 44 | Laying spreading, stringing & sagging of LT 3 phase 4 wire ACSR Rabbit 11 KV completewith binding and jumpering . |
| 45 | Laying spreading, stringing & sagging of LT 1 phase 2 wire completewith binding and jumpering . |
| 46 | Route clearance by cutting ofTree braches/lopping and chopping of trees |
