Dr Br Ambedkar National Institute Of Technology Tender

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Dr Br Ambedkar National Institute Of Technology - NITJ Tender

Works
Machinery and Tools
Eprocure
Opening Date25 Feb 2025
Closing Date18 Mar 2025
Tender AmountRefer Documents 
Notes
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Costs

Summary

Nitj/eo/works/rm/115

Description

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BOQ Items

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

400

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12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand)

50

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

250

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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

1100

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

3600

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Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

50

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

2

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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

2

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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)

3

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Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge.

120

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polycarbonate sheet roofing (size, shape and pitch of corrugation/flat/slope as approved by Engineer-in-Charge). Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto any length or as desired by Engineer-in-charge. The sheet shall be fixed using aluminium profile section suitable for fixing of polycarbonate sheet. top surface of channel shall be make leak proof by using silicon sealant & self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required

400

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