C/O LANE /DRAIN FROM MAIN ROAD TO H/O HILAL AH SHAH, LANE/DRAIN FROM MAIN ROAD TO MOHD ASHRAF SHAH LANE /R WALL FROM H/O AB KHALIQ DAR TO AB GANI DARZI AT KHANSAHIB

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 directed:All kinds of soils

Providing and laying of dry stone soling duly hand packed including carriages by all means

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 N. 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 N. size). 20% plum.

Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm N. size).

Steel reinforcement for RCC work including straightening, cutting, bending and providing in position complete job.

Centering and shuttering including strutting, propping etc. and removal of formwork for: Return Walls, R walls etc.

12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)

Structural steel in single section incl. cutting, hoisting and placing in position and applying priming coat of approved steel primer

Providing and Laying 50mm thick factory made cement concrete interlocking paver block tiles of M-30 grade made by block making machine with strong vibratory compaction of approved size, design and shape, laid in required colour and pattern over and including 40mm thick compacted bed of coarse stone dust, filling the joints with fine stone dust etc, all complete as per directions of Engineer in charge.

Carriage of Stone aggregate 25 KM avg lead

Carriage of sand 30 KM avg lead

Carriage of Stone soling from 20 KM avg lead

Add Provision for CIB<Photographs and painting for design of SBM Logo as directed by Engineer incharge.