Indian Institute Of Technology Tender
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The IIT has issued a formal invitation for competitive bids for the Indian Institute Of Technology project, for Repairing Of The Shoulder And Protection Of Road Embankment From Landslide At The Curve Of Road To New Guesthouse Of Iitg Campus in Kamrup, Assam, with an estimated contract value of Rs. 15,45,060. The bid opening date for this tender is 28-05-2025 and the last date for bid submission is 07-06-2025. Interested bidders for Indian Institute Of Technology tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 31,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IITG_862021_1Tender No
IITG/IPM/NIT/R/2025-26/12Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Making plinth protection 100 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm 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.
82.5
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Centering and shuttering including strutting, propping etc. and removal of form for
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Foundations, footings, bases of columns, etc. for mass concrete
24.75
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Walls (any thickness) including attached pilasters,
butteresses, plinth and string courses etc.
155
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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: V/2 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mmnominal size derived from natural sources)
28.13
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
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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).
34.88
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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.
3016.26
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe
extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
130
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Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
50
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Dry stone pitching 22.5 cm thick including supply of stones and preparingsurface complete
225
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Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete.(Payment for Stone to be made separately).
225
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