Areacode Block Panchayth-Uranagattiri GP-SITC of 8 mtr Solar High Mast with 3 nos of 70 W LED Flood Lights at Vettilappara village-Odakkayam Paniya Nagar Junction,Ward 2 in Urangattiri GP

2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

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

OD279820/2025-2026 8 meter hot dip galvanized octagonal pole with top 90 mm and bottom 210 mm dia. made of 3mm sheet thickness, base plate of size not less than 350 x350x25mm, ring arm bracket, foundation bolts and all accessories included. Foundation casting should be with M25 grade concrete in 750x750mm and 1500mm under soil and 200 mm above ground level along with required reinforcement as required. The entire structure should withstand wind velocity of 150 km/hour.