Improvement of D3F of Main Ranbir Canal from RD 50 to 1000Mtr under UT Capex Budget 2025-26

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 dircted.All kinds of soil.

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: 1:4: 8(1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) .

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) .

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

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc.

Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floor roofs landings balconies and access platforms.

Centering and shuttering including strutting, propping etc. and removal of form work for: Edges of slabs and breaks in floor and walls under 20CM wide.

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars

Carriage of material from source to site of work : Sand average distanace 10 KM by MT.

Carriage of material from source to site of work : Bajri average distance 10 KM by MT.