Shifting and erection of 11 KV Overhead Powerlines in E9 road in Amaravati Capital City , Andhra Pradesh including dismantling of existing lines and poles obstructing road development works

Supply, transportation and erection of 12.5 m Spun Pole with working load of 350 kg conforming to IS 1678-1998 and REC specification with latest amendments thereof, in position, aligning and setting to work as per specification, back filling the earth, ramming for consolidation, including cost, conveyance, T&P and labour charges for loading, unloading etc., complete, but excluding pit excavation. [Makes: As per approved makes of APCPDCL]

Excavation of pits in all soils, i.e, mixture of gravel and soft disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders for 12.5 m Spun Poles (2'6"x2'6"x7' or 0.75 m x 0.75 m x 2.1 m) including T&P and labour charges etc., complete.

Supply, and erection of 9.1 m PSCC pole (280 kg) conforming to IS 1678-1998 and REC specification with latest amendments thereof, in position, aligning and setting to work as per specification, back filling the earth, ramming for consolidation, including cost, conveyance, T&P and labour charges for loading, unloading etc., complete. [Makes: As per approved makes of APCPDCL]

Excavation of pits for 9.1 m PSCC Poles 2'x2'x5' or (0.6 m X 0.6 m X 1.5 m) in all soils, i.e, mixture of gravel and soft disintegrated rock like shales ordinary gravel, stony earth and earth mixed with fair sized boulders.

Supply, paving, stringing & jumpering, testing and commissioning of 55 Sq.mm AAA Conductor conforming to REC specification and IS-398 Part-IV 1994 with latest amendments thereof, including fixing of suitable rollers, bamboos, paving out conductor on suitable supports, providing temporary stays, tensioning, sagging correctly, fixing at strain point, transporting to pin points, binding, rectification of poles, guys and jumpering of various Conductors including cost of conductor, transporting of materials and T&P from road side to location including loading and unloading and providing watch and ward till the lines are handed over to APCPDCL etc., complete for finished item of work. (Make: As per APCPDCL approved make).

Supply and fixing of 11 KV pin Insulator (IS 731/ 1971) with minimum creepage distance of 300 mm on existing cross arm including all accessories like Hot dip GI spindle and nuts etc.,

Supply and fixing of 11 kV Polymer Disc insulator (C&T) and Fittings (C&T Type metal parts) including labour charges etc., complete as per APCPDCL standards.

Supply, erection and fixing of 11KV TOP CLEAT WITH CLAMPS FOR 9.1 M POLE including all accessories as directed by Engineer-In-Charge

Supply, erection and fixing of 11KV V 'X' ARM(75X40) WITH CLAMP FOR 9.1 M Pole including all accessories as directed by Engineer-In-Charge

Supply, fabrication and fixing of 33KV M.S.BACK CLAMPS FOR SPUN POLES including labour charges etc., complete as per APCPDCL standards.

Supply, erection and fixing of 11 kV Tapping Channel Cross arm with 100x50MM MS Channel for 9.1 including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of MS BOLTS & NUTS 5/8 X 4" including labour charges etc., complete as per APCPDCL standards.

Supply and fixing of MS BOLTS & NUTS 5/8 X 6" including labour charges etc., complete as per APCPDCL standards.

Providing concrete for pole pit for 12.50 M/350 Kg Spun Pole (Pole pit size 0.6 X 0.6 X 2.0M) with C.C.(1:3:6) using 20 mm and 12mm HBG metal as directed by the Engineer-In-Charge.

Providing concrete for pole pit for 9.1 M/280 Kg PSCC Pole (Pole pit size 0.6 X 0.6 X 1.5 M) with C.C.(1:3:6) using 20 mm and 12mm HBG metal as directed by the Engineer-In-Charge.

Supply and laying of 25mm x 6mm GI Flat (1.18Kgs/1Mtr) size Earth wire/Strip in horizontal /Vertical run in Ground/surface/Recess including, riveting, soldering, saddles, making connection etc as required

Supply and laying of CI EARTH PIPE 80 MM DIA 2.5MTS LENGTH including all accessories as directed by Engineer-In-Charge

Supply, and erection of M+6 type GI heavy structure tower as per ASCI specifications with minimum weight of WT 2.8 MT and founadtion Pit dimensions of 1.2X1.2X3.3 Mts. i.e. 4.752CUM as per drawing including earthwork excavaion and foundation of Tower as directed by Engineer-In-Charge.

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