CONSTRUCTION OF RAIN WATER HARVESTING STRUCTURE IN MANKOT AT DALHOUSIE CANTT(2nd Call)

Excavating over area n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc.and getting out any type of soil all as specified and directed.

All as per SI No. 01 here-in-above but exc 1.5m deep and n exc 3.0m deep.

All as per SI No. 01 here-in-above but exc 3.0 m deep and n exc 4.5 m deep.

Removing excavated material n. exc.50mtr and depositing where directed at a level n. exc. 1.5m above the starting point all as specified.

Returning, filling in, including spreading, levelling, watering and well ramming, in layers not exc 25 cm complete all as specified and directed

M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate as in foudation filling and mass concrete an getting out all as specified and directed.

M&L, Cement concrete type C-2 1:3:6 using 20 mm graded crushed stone aggregate in surface channels and drains etc including necessary formwork. Complete all as specified and directed by Engr-in Charge.

M&L for plain cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in roof padding, lintels upto 1.5 m span,coping,fillets,bed plates,plinth courses,seismic bands and the like finished fair and even including necessary formwork complete all as specified .

M&L Brickwork with sub class ‘B’ (old size) bricks, straight or curved on plan exceeding 6 metre mean radius built in cement sand mortar 1:4 complete all as specified.

M&L for rendering 15 mm thick in CM 1:4 with on bricks masonry or concrete surfaces on fair faces of brick masonry, finished even and smooth without using extra cement complete all as specified and directed.