Lucknow Nagar Nigam ke ward vidhyawati 2nd ke sector-D-1 stith gram virhana kheda ki antrik roads ka C.C. and Nali nirman 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 up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m., All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:, 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources).

Mild steel or iron work in plain work such as in R.C.C. or R.B. (when not included in an over all rates) including bending for proper completion of the work and including supply of steel and its wastage, bends, hooks and authorised overlaps shall be measured up to floor two level. (SI No. 504) (Sanction Rate

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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Brick work with common burnt clay machine moulded perforated F.P.S. (non modular) bricks of class designation 12.5 conforming IS: 2222 in exposed brick work including making horizontal and vertical grooves 10mm wide 12 mm deep complete in cement mortar 1:6 (1 cement: 6 coarse sand)., From ground level upto plinth level.

Constructing brick masonry manhole in cement mortar 1:4 (1 cement: 4 coarse sand) with R.C.C. top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand (zone-III): 8 graded stone aggregate 40 mm nominal size). inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design:, Inside size 120x90 cm and 90 cm deep including C.1. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 1 16 kg (weight of cover 58 kg and weight of frame 58 kg):, With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

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

Taking out existing CC interlocking paver blocks from footpath/central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Construction of granular sub-base by providing well graded matarial, spreading in uniformlayers with motor grader on prepared surface ,mixing by mix in place method with rotamator at OMC and compacting with smooth wheel roller to achieve the desired density ,complete as per technical specification clause 401

Demolishing R.B. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.