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 Providing, Fixing And Fabrication Of Shed Over The Ramp In Sathi Building And Other Allied Civil Work In I-tec And Crf Buildings At Sonipat Campus Of Iit Delhi. in South Delhi, Delhi, with an estimated contract value of Rs. 83,50,342. The bid opening date for this tender is 16-05-2025 and the last date for bid submission is 23-05-2025. 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.
Indian Institute Of Technology - IIT Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date16 May 2025
Closing Date23 May 2025
Tender Amount₹ 83,50,342
Costs
EMD
₹ 1,67,007Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Providing, Fixing And Fabrication Of Shed Over The Ramp In Sathi Building And Other Allied Civil Work In I-tec And Crf Buildings At Sonipat Campus Of Iit Delhi.
Description
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Contact
Tender Id
2025_IIT_860336_1Bid Award Id
ViewTender No
IITD/WORKS (SP-4998)/2025Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
Providing, Fixing and Fabrication of Shed Over the Ramp in SATHI Building and Other Allied Civil Work in I-TEC and CRF Buildings at Sonipat Campus of IIT Delhi.
BOQ Items
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1.2) Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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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1.2.1) All kinds of soil
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1.2.1.1) Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia
40
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2) DEMOLISHING /DISMANTLING
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2.1) 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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2.1.1) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
0.83
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3) FORM WORK
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3.1) Centering and shuttering including strutting, propping etc. and removal of form for
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3.1.1) Foundations, footings, bases of columns, etc. for mass concrete
45
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4) RCC WORK
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4.1) 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 :
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4.1.1) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
5.5
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4.2) 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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4.2.1) 100 mm dia. R.C.C. pipe
40
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5) STEEL WORK
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5.1) Steel work in built up tubular (round, square or rectangular hollow tubesetc.) 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.
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5.1.1) Hot finished welded type tubes
20771.61
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5.2) 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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5.2.1) In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
1159.82
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5.3) 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.
220.8
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5.4) 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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5.4.1) Thermo-Mechanically Treated bars of grade Fe-500D or more.
354.64
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6) BRICK WORK
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6.1) Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
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6.1.1) Cement mortar 1:4 (1 cement : 4 coarse sand)
1.57
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6.2) Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
141
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6.3) 12 mm cement plaster of mix :
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6.3.1) 1:4 (1 cement: 4 fine sand)
15.96
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6.4) Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
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6.4.1) With cement mortar 1:4 (1 cement : 4 fine sand)
141
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7) PAINTING
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7.1) Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
720.3
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7.2) Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
141
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7.3) Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
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7.3.1) Two coats
91.12
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7.4) Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
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7.4.1) Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface
871.36
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7.5) Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
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7.5.1) One or more coats on old work
230
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7.6) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
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7.6.1) Two or more coats on new work
210
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8) STAINLESS STEEL RAILING
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8.1) Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
267.69
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9) FALSE CELING
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9.1) Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of approved texture, design and patterns as per CPWD Specification 2019, to be laid in true horizontal level suspended on inter-locking metal T-Grid of hot dipped galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm including both sides)comprising of main-T runners of size 24x38 mm of length 3000 mm,cross - T of size 24x32 mm of length 1200 mm and secondary intermediate cross-T of size 24x32 mm of length 600mm to formgrid module of size 600 x 600 mm, suspended from ceiling usinggalvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size dash fastener if require, fixed with Glavanised iron perimeter wall angle or size 24x24x0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S screws. The workshall be carried out as per specifications, drawing and as per directionsof the Engineer-in-
Charge.
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9.1.1) With 15 mm thick Tegular edged light weight calcium sliciate false ceiling tiles
65.88
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10) ALUNINUM PARTITION WORK
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10.1) Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
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10.1.1) For fixed portion
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10.1.1.1) Powder coated aluminium (minimum thickness of powder coating 50 micron)
88.37
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10.2) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
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10.2.1) Powder coated aluminium (minimum thickness of powder coating 50 micron)
30.92
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10.3) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineerin- charge.
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10.3.1) Pre-laminated particle board with decorative lamination on both sides
15.86
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10.4) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):
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10.4.1) With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
1.32
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10.5) Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
2
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10.6) Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
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10.6.1) 200x10 mm
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10.7) Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
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10.7.1) 125 mm
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10.8) Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378)
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10.8.1) 250x16 mm
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11) PAVER BLOCK
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11.1) Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
600
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12) NON SCHEDULE ITEMS
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12.1) Providing and fixing expansion hold fasteners/chemical fastner on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt & chemical for fastner etc. complete.
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12.1.1) Fastener with threaded dia 12x100 mm
293
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12.1.2) Fastener with threaded dia 10x100 mm
136
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13) ROOF SHEET
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13.1) Providing and fixing Roof skylight structure for ramp covering with 8 mm thick solid Polycarbonate sheet fire retardant and ultra violet resistant with sealed open edges for sky light for approved shape like dome, pyramidal,cuve and flat etc. Joints are properly sealed with sealent, screws with pvc cap, self tapping screws, EPDM rubber gasket etc. all complete as per direction of Engineer in Charge .
545.72
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13.2) Providing and fixing roller blinds, the febric should be screen openness of 5% and composition of 75% PVC 25% polyster with fabric weight of 465 GSM with fire resistance grade of NSPA 701, BS 586 part- II with anodized aluminium channel weight, bracket and hangers etc. the fabric will be approved colour and shed of approved manufacturer complete. Make (VISTA/MAC/Marvel or Equivalent )
41.4
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13.3) Providing and laying in position cement brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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13.3.1) 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded brick aggregate 40 mm nominal size)
78
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