Construction of Drain on Sarore Hasla Chak road at village Lalpura (Under Non Plan for the year 2025-26)(2nd Call)

Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: 2.9.1 All kinds of soil

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge, 1:3:6 or richer mix (i/c equivalent design mix)

Providing and laying in position cement concrete 1 cement:5 fine sand:10 graded crushed stone aggregates 20mm size excluding the cost of centring and shuttering- all works upto plinth level.

Providing and laying in position cement concrete 1 cement:3 fine sand:6 graded crushed stone aggregates 20mm size excluding the cost of centring and shuttering- all works upto plinth level.

Providing and laying in position 50mm thick cement concrete Flooring in 1 cement:2 fine sand:4 graded crushed stone aggregates 20mm size

Providing and laying in position 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .

Centring and shuttering, ncluding strutting, propping etc and removal of the formwork . Foundations, footings, bases of columns etc.

Centring and shuttering, ncluding strutting, propping etc and removal of the formwork .Suspended floors, roofs, landings, balconies and access platforms.

Centring and shuttering, ncluding strutting, propping etc and removal of the formwork .Edges of slabs Under 20 cm wide

Centring and shuttering, ncluding strutting, propping etc and removal of the formwork .Edges of slabs above 20 cm wide

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.

Engaging labour as per requirement of site for doing various works like wet silt removal from existing drain, excavation of drain, etc.

Carriage of material by MT Sand/Stone Agg. Below 40mm Upto 10 km by MT

Carriage of material by MT Disposal of mulba/ unserviceable material/ sludge for an average lead of 2 km.