Renovation Construction of Existing DIET as CoE at Nadaun Distt Hamirpur HP SH Construction of Admn Block Academic block and 7 Nos 2BHK flats including internal WS SI and EI

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (up to all width), including dressing of sides and ramming of bottoms, up to all lift, including getting out the excavated soil and disposal of surplus excavated soil all lead and lifts as directed by the Engineer-in- charge. (a) All kinds of soil.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. including carriage of material in all leads and lifts.

Providing and laying in position cement concrete of 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level including carriage of material in all leads and lifts.

Providing and laying in position cement concrete of 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level including carriage of material in all leads and lifts.

Providing and laying in position cement concrete of 1:5:10 (1 cement : 5 coarse sand): 10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level including carriage of material in all leads and lifts.

Providing and laying in position cement concrete of 1:8:16 (1 cement : 8 coarse sand): 16 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering - All work up to plinth level including carriage of material in all leads and lifts.

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand): 4 graded stone aggregate 12.5mm nominal size) including carriage of material in all leads and lifts.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth including carriage of material in all leads and lifts.

Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete / RCC / Flooring / water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in-Charge. including carriage of material in all leads and lifts.

Centering and shuttering including strutting, propping etc. and removal of form for all height including carriage of material in all leads and lifts. Foundations, footings, bases of columns, etc. for mass concrete