Creation of fire safety room near main Gate, etc.

P/f of solid 60 mm thick double skin Clean Room wall panels made up of 0.6mm GI powder coated sheet, infill material as puff having density of 40 kg/m3 with all required accessories like C type floor track, top channel, male female channel, Silicon sealant and fishes for grouting, provision ow windows with glass, conduit, etc all complete as per manufacturer specifications at all heights and as per direction of Engineer-in-Charge

P/f of 50/80mm puf insulated Roof panel with 0.50mm thick corrugated profile sheet from out side and light grooved 0.50 mm thick PPGI inside with FR Grade PUF Density 42 Kg/m3 ± 5% with proper overlapping and projections on all sides with all required hardware material, silicon, flashing etc all complete as per manufacturer specifications at all heights and as per direction of Engineer-in-Charge

P/f of solid doors 60 mm thick double skin Clean Room wall panels made up of 0.6mm GI powder coated sheet, infill material as puff having density of 40 kg/m3 with vision panel and all required accessories like C type floor track, top channel, male female channel, Silicon sealant and fishes for grouting, etc all complete as per manufacturer specifications at all heights and as per direction of 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 50 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 50 m and lift upto 1.5 m.

Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.

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) : 8 graded stone aggregate 40 mm nominal size)

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

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): 3 graded stone aggregate 20 mm nominal size)

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

Foundations, footings, bases of columns, etc. for mass concrete

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

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.

40 mm thick with 20 mm nominal size stone aggregate

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

Two or more coats on new work

ANDEL MARKETING AND SERVICES