Repair Renovation of drain at Ward No.1 and 2 approach road to Shantighat Basohli.

Amount

Removal of unhygenic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive.

Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead.a) 1:3:6 or richer mix.

Earthwork in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 25 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in: a) All Kind of soil.

Surface dressing of ground including removing vegetation and inadequates not exceeding 15 cm deep and disposal of rubbish lead upto 50 mtrs. and lift upto 1.5 mtr. in all kinds of soils.

Dumping stones in horizontal i.e. on level including cost of stones b) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) (including all leads and lifts carriages of material by M.T./H.L.)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level (including all leads and lifts carriages of material by M.T./H.L.)

1 : 5 : 10 (1 cement :5 coarse sand : 10 graded nallah stone aggregate 40mm nominal size).

1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded crusher stone aggregate 20mm nominal size) with 30% boulders.

Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centring, shuttering and finishing. a) 1:2:4 (1 cement : 2 coarse sand: 4 graded crushed stone aggregate 20mm nominal size). (including all leads and lifts carriages of material by M.T./H.L.)

Centering and shuttering including strutting, propping etc. and removal of form work for:-

Foundations, footing, bases of columns etc for mass concrete.

b) Edges of slab and breaks in floors and walls below 20cm wide.

Providing and laying Damp Proof Course 50mm b) Edges of slab and breaks in floors and walls below 20cm wide.thick with cement concrete 1: 2 : 4 (1 Cement : 2 coarse sand : 4 graded crushed stone aggregate 12.5mm nominal size) floor (including all leads and lifts carriages of material by M.T./H.L.)

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- a) Sand from Kathua for an average lead of 80.00 Km. by M.T. b) Stone aggregate (Crusher bajree) below 20mm nominal size from Kathua for an average lead of 80.00 Km. by M.T. c) Stone aggregate 40mm nominal size & above from Lohai nallah for an average lead of 17.00 Km. by M.T. d) Stones / boulders from Lohai nallah for an average lead of 17.00 Km. by M.T.

Narinder Pal Raina

KULBUSHAN SINGH

M/s. Sohan Lal