MC and EW for Annual maintenance to Shiva Temple at Deobaloda

Provision for excavation in all type of soils for all types and sizes of foundation and drains including disposal of excavated stuff up to 50m lead and a lift up to 1.50m including and leveling pits and disposal stuff as directed for approach road

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level - All work up to plinth level 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

Provision for fixing the sand stone pathway by using 100mm new stones duly smooth dressed and with fine joints as per original including pointing with lime mortar in ratio 1:1:1 (one lime unslaked, one surkhi 1st class, one course sand) including supply of all materials, labours and T&P etc.

Providing & Fixing Y-shaped angle of size 50x50x5 over existing boundary wall grill for fixing concertina wire coil and horizontal wires as shown in sketch, enclosed herewith including cutting ,hoisting, welding in position and including applying approved steel primer with 2 or more coats of enamel paint of approved make and shade. total nos. of posts=184/2.00= 92 nos. Y angle post arms 2x550 mm & vertical post 600 mm total length =1700 mm or say 1.70 mtrs @ 3.80 kg/mtrs = 6.46 kg /no . Total weight of Y angle post =92x6.46 kg/post = 594.32 kg.