Providing and fixing interlocking tiles and raising of CC road in Village Kheri, Greater Noida.

Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead : (DSR-18/15.24)

Demolishing R.C.C. 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. (DSR-18/15.3)

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. (DSR-18/16.1)

Relaying dismantled dry brick kharanja on edge with M-150 brick available at site on a bed of 12mm mud mortar including filling the jonts with jamuna sand including all labour, T & P etc. complete as per directed by Engineer-in-charge (AR/GNIDA)

Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2)

Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work

8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08)

Relaying of Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. (GNIDA/AR)

Granular sub-base with graded material, plant mix method Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. MORTH/4.01/401(A)

Providing and laying I Shaped Interlocking tiles Rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strength not be less than 40Mpa (M-40) and weight 5kg, laid in required pattern over and including averege 50mm Thick Compacted bed fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with conforming to ISI-15658-2006 SOR/A.R. Grey colour.