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| 1 | Supply of Decentralized material as per UPCL Norms. |
| 2 | Supply of Bolt & Nuts Off Size |
| 3 | Supply of X Arm Clamp for PCC Pole with Nut &bolt |
| 4 | Supply of X Arm Clamp For ST Pole SP-55 with Nut & Bolt |
| 5 | Supply of PCC Pole Clamps with fitted nuts & bolts as per drawing and UPCL Specification. |
| 6 | Supply of MS Stay Clamp for SP-33 Nut & Bolts ( size 65x16mm) for suspension clamps assemble without cracks & burrs Painted by primers. |
| 7 | Supply of LT Clamp with N&B ST Pole SP-33 |
| 8 | Supply of Stay Insulator 75x90mm with Nut & Bolt as per specification of UPCL |
| 9 | Supply of Shackle Insulator100X115 mm with nut bolt as per specification of UPCL |
| 10 | Supply of AL Crimping Type Lugs 70 Sqmm |
| 11 | Following work as per UPCL norms & site requirement. |
| 12 | Eraction of M.S Earthing rod 20-2500 mm for earthing of supports as per RESPO drawing no RES-12 including driving earth rod 2.5mtr Deep Below ground level connected to support with G.I earthing with Nut & bolts work complete. |
| 13 | Fabrication and fixing of Steel complete for double pole pole 125x 65 mm. Including fixing of channel with clamps including cutting drilling holes and fabrication as required. |
| 14 | Execavation of earth for stay set Pit of size 0.6x1.2 Mtr in all Type soil including proper dressing of sides and remmaining of bottom including gitting out the excuvated soil an ddisposal of surplus excavated soil |
| 15 | Charges of Erection of stay set 16x1800mm. pit size 0.6x0.9x1.2 Mtr. as per specifications including 7/16SWG stay wire, binding, nozzling of stay with bcking filling of pit with CC 1:4:8 in bottom to pit in size 0.60 complete work stay set will be provided by UPCL.as per RESPO specification & direction of Engineer in charge |
| 16 | Charges of Erection of HT stay set 16x1800mm. pit size 0.6x0.9x1.2 Mtr. as per specifications including 7/16SWG stay wire, binding, nozzling of stay with bcking filling of pit with CC 1:4:8 in bottom to pit in size 0.60 complete work stay set will be provided by UPCL.as per RESPO specification & direction of Engineer in charge |
| 17 | Grouting of Stay in size 0.6 x0.6x0.3 in CC racio:1:4:8(1cement : 4 garded stone 20mm nominal size 8 coarse sand ) block including cost of cement sand and stone ballast. |
| 18 | Excavation of earth for pole pit of size 0.9x0.6x1/6 of full length of pole for eraction of pole in all type soil including proper dressing of sides and remmaining of bottom including gitting out the excuvated soil an disposal of surplus excavated soil. |
| 19 | Charges of Erection of P.C.C. Pole8.5 Mtr. Long ( 180 kg. W/L )for reducing span of LT, ABC line including digging of pits 0.6x0.9x2.15 Mtr.& with fixing of all accessories & back filling with soil & boulder earthing complete work as per RESPO specification & as per direction of Engineer in charge. |
| 20 | Eraction of ST SP-55 single pole including digging of pit size 0.6x0.6x1.8 Mtr grouting stone pad making kiciking block in E&B fixing of all assesories upto energisation. |
| 21 | Grouting of Pole in size 0.45x0.45x1/9 of the support in CC ratio 1:4:8 (1cement:4graded 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 alignment leveling as per RESPO Constructions manual |
| 22 | Muffing of pole size 0.45cmX0.60cm radios with CC 1:3:6(1cement:3coarse sand:6 graded stone 10mm nominal size ) block size 45cm height from ground level including cost of cement stoneand sand etc. |
| 23 | Laying of 1P 2W LT Line Weasel |
| 24 | Lopping & Chopping Tree Branches |
| 25 | T-off Connection Complete 11KV Line |
| 26 | Cartage of PCC Pole 8.5 mtr long from store center to nearest road side with loading unloading at both points. Loading unloading plus carriage per pole 21-50km |
| 27 | Cartage of SP-55 from store center to nearest road side with loading unloading at both points. Loading unloading plus carriage per pole 21-50km |
| 28 | Cartage of petty material by vehicle from store center to nearest road side including loading and unloading at both ends 21-50km |
| 29 | Charges of Head Load Cartage (PCC Pole 8.5 Mtr Long) from Road site To work Site as per RESP Specification of Engineer incharge distance 01-03 KM |
| 30 | Charges of Head Load Cartage STP SP-55 Pole) from Road site To work Site as per RESP Specification of Engineer incharge distance 01-03 KM |
| 31 | Straghtning of Tilted STP pole |
| 32 | Resagging of 11 Kv line |
| 33 | Resagging of LT line |
| 34 | Straghtning of Tilted Pcc Pole |
| 35 | Dismantaling & Rejumpering of Covered Conductor |
| 36 | Painting of poles STP SP 55 with angle and channel and all steel part by one coat of Red Oxide Primer and two coats of Aluminum Paint and two strip of fluorescent alternate Red and White paint 30 Cm wide upto 1.5 Mtrs. from ground level. Please Enable Macros to View BoQ information |
