Mohalla Krishna Nagar me sthit talab ka jeernoddhaar kary

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 lead of 50 m.

1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded Brick aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth Cement mortar 1:4 (1 cement : 4 coarse sand)

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Sand Filling including cost of sand watering, ramming, consolidating and dressing including lead up to 50 and lift with 1.50 M

Supply and laying of 80 mm thick rubber mould machanically comprassed interlocking cement concrete paver block manufactured by high pressure & controlled vibration machine having plan dimention 200x(160+120mm) with minimum 5mm thick toping of O.P. cement mixed 25% marble powder . The compressive strength of concrete paver blocks shall not be less than 30Mpa & 4.5Kg/no . including cost of bedding sand and joint filling with sand all material, labour T&P etc . Required for proper completion of work as directed by Engineer-in-charge

1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)