Indian Institute Of Technology Tender

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Indian Institute Of Technology - IIT Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date2 May 2025
Closing Soon12 May 2025
Tender Amount₹ 29,81,791 
Notes
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Costs

Summary

Ar And Mo Buildings At Various Locations In Iit Delhi

Description

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Documents
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BOQ Items

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DO_NOT_SHOW

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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

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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 and for all lif.

34

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :

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600 mm dia. R.C.C. pipe

190

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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)

4

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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

1860

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Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) :

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65 mm nominal bore

5

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1:1.5:3 (1 Cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

9

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1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

7

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Lintels, beams, plinth beams, girders, bressumers and cantilevers

23

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1:4(1 cement: 4 fine sand)

58

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

20

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Two or more coats on new work

12

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Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lif upto 1.5 m, as directed by Engineer-in- Charge:

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Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

9

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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:

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

607

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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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

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All kinds of soil

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Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) :

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:

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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.

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65 mm nominal bore

5

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With 20x20 mm square bar

148

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Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm

190

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Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work

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80 mm nominal bore

5

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

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

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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

2

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Cement mortar 1:4(1 cement :4 coarse sand)

25

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All kinds of soil

250

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Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

9

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Extra for depth for manholes :

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All kinds of soil.

84

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12 mm cement plaster finished with a floating coat of neat cement of mix:

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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.

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Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:

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Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :

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80 mm nominal bore

5

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Size 120x90 cm

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65 mm dia nominal bore

400

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