Provision of drainage near DSC OTM Building No P-84 A ASD and Culvert at Dappar under AGE (I) Dappar

Amount

Excavation in trenches n exc 1.5 m wide and n exc 1.50 m in depth & getting out in soft /loose soil

M & L PCC 1:4:8 type D2 in foundation, filling and mass concrete (using 40 mm graded crushed stone aggregate).

Brick work type B work, built in CM 1:4 old size complete all as specified and as directed

M & L PCC 1:2:4 type B - 0 ( using 12.5 mm graded crushed stone aggregate) as in coping incl necessary formwork, weathering, slightly rounded or chamfered angles as directed.

M & L PCC 1:2:4 type B - 1 ( using 20 mm graded crushed stone aggregate) as in surface channels complete as directed.

M&L for cement plastering 15mm thick in cemet mortar 1:4 on brick work or concrete surfaces or walls etc finished even and fair and complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm.

Removing excavated material n exc 50 m and depositing where directed at al level n. exc 1.50 m above the starting point all as directed

M & L for RCC type B1 1:2:4 (20mm graded aggregate ) slab supported on walls / as in slab over drain cover , beams and coloumns in floors , roofs, landings ,balconnies, canopies, deck slabs and in shelves complete all as specified and as directed.

M & L Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping)Formwork for side of cover slab complete all as specified and as directed.

M & L Formwork for edges of concrete flats, treads, breaks in floors, window cills, concrete rail ings, openings in concrete walls, floor and roofs n exc 10 cm wide and sides of RCC/PCC bands in walls, horizon tal or sloping and similar work exc 5 cm but n exc 10cm wide complete all as specified and as directed.

M & L TMT bars 10 mm dia and over cut to length bent to shape for slab complete all as specified and as directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement conc, using extra cement, including forms, moulds, mitred/stoped ends and including necessary plinth protection repair complete all as specified and directed by Engr-In-Charge.

M&L for Concrete bed PCC (1:3:6) type C-2 to drain pipes of 300 mm dia including packing under, and haunching against the sides of pipes after they are laid and tested

M&L Reinforced concrete pipes, class NP2, laid and jointed complete with collars, bore of pipe 300 mm

M/S Gurpreet Singh

Supreet Associates