Indian Institute Of Technology Tender
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Indian Institute Of Technology - IIT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date2 May 2025
Closing Date12 May 2025
Tender Amount₹ 29,81,791
Costs
EMD
₹ 59,636Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Ar And Mo Buildings At Various Locations In Iit Delhi
Description
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Contact
Tender Id
2025_IIT_858748_1Tender No
AR and MO buildings at various locations in IIT Delhi.Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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All kinds of soil.
84
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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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All kinds of soil
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Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
190
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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 in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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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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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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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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Centering and shuttering including strutting, propping etc. and removal of form for
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
23
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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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Thermo-Mechanically Treated bars of grade Fe-500D or more.
607
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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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Cement mortar 1:4(1 cement :4 coarse sand)
25
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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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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
1860
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12 mm cement plaster finished with a floating coat of neat cement of mix:
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1:4(1 cement: 4 fine sand)
58
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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
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Two or more coats on new work
12
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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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Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
9
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Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
9
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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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65 mm dia nominal bore
400
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80 mm dia nominal bore
400
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
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65 mm nominal bore
5
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80 mm nominal bore
5
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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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80 mm nominal bore
5
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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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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
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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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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
20
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Extra for depth for manholes :
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Size 120x90 cm
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
2
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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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With 20x20 mm square bar
148
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