C/O LANE/STAIRSTEPS AT WANI MOHALLA GRAVEYARD PHASE III

Earth work in excavation by Manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shaftswells, 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:

Providing and laying of stone soling hand packed complete Job including by Carragr by MT incl. plum.

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations

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)

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.

Cement concrete flooring 1:2:4 mix,50 mm thick with 20mm nominal size stone aggregate.

Carraige of soling 15 Km from Source to Site.

Carraige of stone aggregate, 20 mm from Source to Site. For 20 kms lead

Carraige of sand from 30 kms Source to Site.for 30 kms lead

Add provisions for signboard, Photographes and other unforseen items.