Indian Institute Of Technology Tender
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Indian Institute Of Technology - IIT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date9 Apr 2025
Closing DateCancelled
Tender Amount₹ 11,98,994
Costs
EMD
₹ 23,980Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Store Room On Open Terrace Of Cyber Security (c3i) Building
Description
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Contact
Tender Id
2025_IITK_856152_1Tender No
03/Civil/D3/2025-26Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://https://www.iitk.ac.in
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Documents
BOQ Items
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REINFORCED CEMENT CONCRETE
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-
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Centering and shuttering including strutting, propping etc. and removal of form for
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-
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
58
694
40294.34
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Suspended floors, roofs, landings, balconies and access platform
45
764
34407.9
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
48
607
29147.52
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Columns, Pillars, Piers, Abutments, Posts and Struts
38
792
30122.22
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Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
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-
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Suspended floors, roofs, landings, beams and balconies (Plan area to be measured)
46
316
14577.4
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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.
-
-
-
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
2355
88
209430.15
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
130
64
8404.5
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Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
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-
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All works above plinth level upto floor V level
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-
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Concrete of M25 grade with minimum cement content of 330 kg /cum
20
8130
162619
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Add for using extra cement in the items of design mix over and above the specified cement content therein.
6
604
3629.1
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MASONRY WORK
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-
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
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-
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Cement mortar 1:6(1 cement : 6 coarse sand)
11
7508
82597.02
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WOOD AND P. V. C. WORK
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-
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Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
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-
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35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
2.5
1972
4932.48
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Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
2.5
381
953.15
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Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
1
927
927.56
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Providing and fixing aluminium sliding door 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 nuts and screws etc. complete :
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-
-
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300x16 mm
1
250
250.06
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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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-
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200x10 mm
2
82
164.42
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100x10 mm
4
53
213.4
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Providing and fixing aluminium handles, 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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-
-
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125 mm
2
54
109.26
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100 mm
4
49
196.44
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Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
-
-
-
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Twin rubber stopper
1
59
59.66
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Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS: 1868) aluminium lever handles of approved quality with necessary screws etc. complete.
1
716
716.54
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Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.
-
-
-
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1.0 mm thick
4.2
739
3107.66
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STEEL WORK
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-
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Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.
-
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-
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10 x 120 mm
12
140
1691.64
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FLOORING
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-
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
-
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-
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40 mm thick with 20 mm nominal size stone aggregate
40
506
20258.8
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Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement: 3 coarse sand), finished with a floating coat of neat cement.
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-
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18 mm thick
5
545
2729.65
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Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
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-
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25 mm thick
10
1606
16065.4
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ROOFING
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-
-
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Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
2
245
491.88
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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
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-
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110 mm diameter
16
311
4979.36
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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion.
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-
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Coupler
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-
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110 mm
4
112
449.08
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Single tee without door
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-
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110x110x110 mm
2
182
365.06
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Shoe (Plain)
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-
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110 mm Shoe
2
108
217.44
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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
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-
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110 mm
10
306
3061.8
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FINISHING
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-
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12 mm cement plaster of mix:
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-
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1:6 (1 cement: 6 coarse sand)
115
283
32588.7
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15 mm cement plaster on rough side of single or half brick wall of mix:
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-
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1:6(1 cement: 6 coarse sand)
141
326
45967.41
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6 mm cement plaster of mix:
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-
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1:3(1 cement :3 fine sand)
70
247
17342.5
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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:
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-
-
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New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
185
153
28321.65
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Finishing walls with Acrylic Smooth exterior paint of required shade:
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-
-
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New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
150
132
19864.5
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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.
335
128
43107.8
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Finishing walls with Acrylic Smooth exterior paint of required shade:
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-
-
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Old work (Two or more coat applied @ 1.67 Itr/ 10 sqm) on existing cement paint surface
200
99
19914
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REPAIRS TO BUILDING
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-
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Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done.
130
278
36259.6
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Dismantling and Demolishing
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-
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
1.8
2928
5271.08
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Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge.
1.3
945
1229.79
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Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
4
219
878.88
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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.
22
45
991.32
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
8
217
1741.2
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ALUMINIUM WORK
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-
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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 / panelling, 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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-
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For fixed portion
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-
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Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
50
408
20411
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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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Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
24
493
11846.64
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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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With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
5
1241
6206.2
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Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineer-in-charge complete.
-
-
-
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255 X 19 mm
8
319
2552.96
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Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.
-
-
-
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Anodized (AC 15) aluminium
4
73
294.88
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WATER PROOFING
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-
-
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Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:
-
-
-
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With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
51
1389
70845.63
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NEW TECHNOLOGIES AND MATERIALS
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-
-
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Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
-
-
-
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Upto and including 12 mm dia.
104
116
12108.72
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Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer- In-charge complete in all respect.
-
-
-
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Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
20
235
4703.6
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MINOR CIVIL MAINTENANCE WORK
-
-
-
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Providing and Fixing Homogeneous Polyvinyl Cloride sheet 1.5 mm thick in flooring and skirting approved pattern on a smooth and damp-proof base using rubber base adhesive of approved quility and manufacturer like Dunlop S-758, Fevicol SR 998 or equivalent including rolling with light wooden roller of 5 kg approx weight etc. complete as directed by Engineer-in-charge.
10
598
5986.6
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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 brick aggregate 40 mm nominal size derived from natural sources )
25
5113
127837.75
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