Improvement Renovation of M 3 of D 10 of Main Ravi Canal by way of Parapat Wall from RD 1800 to 2200M at spots

Amount

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil : 1 meter from cutting edge

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Dumping stone excluding cost of stones. in Horizontal on level

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Supply of Nallah Stone

Carriage of Materials from Source to site of work a) Carriage of Sand and Stone agg. 20MM niminal size av. 10 Kms by Mechincal Transport

Carriage of Materials from Source to site of work b) Carriage of Nallah Stone av. 8 Kms by Mechincal Transport

M/S ISHAN KHAJURIA

RAM PAUL

Kushal Singh

AJAY PANOTRA