Installation of High Mast

Providing and erection on existing foundation12.5 meter high mast lighting system suitable to install 6 No. 2 x 400 w M.H/S.V/LED flood light fitting and control gear with integral Power tool, weight 340 kg. comprising of 2 section of hot dipped galvanized materials as per BSEN ISO 1461 thickness 3 mm, dia100mm & 360mm for top and bottom respectively...... etc complete

Supplying and fixing flood light with high power LED of 3 to 6 Watt each assembled on single MCPCB and additional unique peanut lens on each LED, system lumens output with efficacy>120 lm/Watt....... etc complete luminiare having color temp upto 6500K & 50000 hrs.120Watt, color temp 3000-6500k as required.

Supply of XLPE insulated FRLS heavy duty power cable conforming IS-7098 (Part-1) 1988, 1100 Volt grade, 2/3/4/8/10/12 core ISI marked with copper stranded/solid conductor.Armoured 3 core4 sq. mm.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan)..... etc complete

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan)… etc Ordinary rock

Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan)… etc Hard rock (blasting prohibited)

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire.. etc.Thermo-Mechanically Treated bars. FE 500 D or more conforming to IS 1786

Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20mm nominal size graded stone aggregate).. etcM-20 Grade Concrete

Centering and shuttering in cluding strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for concrete upto plinth level

Filling available excavated earth(excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

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