Urgent requirement for Construction of 5 (Five) nos. Syphone type Cross Drainage structure under the Right bank Right fork canal at Ch. 6290.00 mtr, Ch. 6400.00 mtr, ch. 6550.00 mtr, ch. 6680.00 mtr and ch. 6800.00 mtr

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a leadof 50 m. -All kinds of soil

Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -All work upto plinth level:1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt aggregate 20 mm nominal size)

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

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement- -All work upto plinth level:1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

1:2:4 ( 1 Cement: 2 fine sand : 4 graded stone aggregate 20 mm nominal size)

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

Retaining walls, return walls, walls (any thickness) including attached pilasters, but-tresses plinth and string courses fillets etc.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars/ Cold twisted deformed steel bars

Providing and laying reinforced cement concrete pipe NP2 for culvert on first class bedding of granular materials in sigle row in/c fixing collar in cement mortor 1:2 but excluding excavation, protection works, beck filling and concreting and masonry works for head walls and parapet as per MoRD specification clause 1106. a) 900 mm dia

Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement: 3 fine sand)

Neat cement punning.

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