Providing protective handrail at the side of open drain in rear side of shopping complex to LHC at IISERTVM Campus

Demolishing brick/hollow block work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 2Km lead as per direction of Engineer-in-charge.

In cement mortar

Removing 50–60 mm thick factory-made cement concrete (C.C.) interlocking paver blocks from the footpath and relaying the same over a 50 mm thick bed of coarse sand, including filling the joints. The materials collected during dismantling shall be reused for relaying, and any additional materials required shall be supplied by the contractor. The work includes proper leveling, alignment, and compaction using suitable tools and equipment, complete as directed by the Engineer-in-Charge.

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 2K m. All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 3K m and lift upto 1.5 m.

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)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal Foundations, footings, bases for columns,Columns,piers, abutments, pillars,etc.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement -

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)