LT cable laying work at Infopark Kochi Phase 1

Supply of 300 sqmm 3.5 core PVC/XLPE insulated armoured cable with aluminium conductors for working voltages up to and including 1100 volts conforming IS 1584/part I/1988 for PVC IS 7098 part I for XLPE

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3 1/2X 300 sq. mm (70mm)

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size in the existing masonry open duct as required. Above 120 sq. mm and upto 400 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Above 120 sq. mm and upto 400 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required. Above 120 sqmm and upto 400 sqmm

Supply MS pipe as per IS/1239 ISI MARKED C Class (heavy ) 100mm dia MS Pipe

Cutting a hole 8' dia (core cutting)

Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth varies from 0.6 to 0.7m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 100 m: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Taking out of interlocking pavement tile and re-laying the pavement tiles after adequate ramming and levelling of the surface to ensure proper drainage. The work shall includes careful removal of the existing pavement tiles without causing damage to adjacent surfaces, relaying the removed pavement tiles after surface preparation, cleaning and shifting of debris from the site after completion of work.