Indian Institute Of Technology Tender
View complete overview of Uttarakhand IIT Tender
Indian Institute Of Technology - IIT Tender
Civil And Construction
Building Construction
Eprocure
Opening Date19 Dec 2024
Closing Soon9 Jan 2025
Tender Amount₹ 1,06,20,000
Costs
EMD
₹ 2,13,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_IITR_840647_1Tender No
IWD/IE/E Tender/276 Dated December 16 , 2024Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://https://www.iitr.ac.in
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Documents
BOQ Items
... More
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
29.45
2123
62544.44
... More
urface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
-
-
-
... More
All Kinds of Soil.
7.48
34
255.44
... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level :
-
-
-
... More
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)
41.15
6812
280313.8
... More
Providing and laying damp-proof course 40 mm thick with cement concrete 1 :2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources: 4 graded stone aggregate 12.5 mm nominal size derived from natural sources)
19.56
410
8036.23
... More
Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification
2500
18
907.5
... More
Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1. 7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
19.56
146
2858.69
... More
Making plinth protection 50 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.
48.94
749
36670.74
... More
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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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)
63.25
9045
572143.69
... More
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 :
-
-
-
... More
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)
11.66
10852
126545.4
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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).
74.75
11505
860036.13
... More
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
... More
Foundations, footings, bases of columns, etc. for mass concrete
26.34
392
10329.23
... More
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
40.25
842
33910.63
... More
Suspended floors, roofs, landings, balconies and access platform
226
927
209558.5
... More
Lintels, beams, plinth beams, girders, bressumers and cantilevers
212.73
736
156654.37
... More
Columns, Pillars, Piers, Abutments, Posts and Struts
123.71
961
118922.42
... More
Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
22.53
392
8835.14
... More
Edges of slabs and breaks in floors and walls
-
-
-
... More
Under 20 cm wide
34.5
208
7194.98
... More
Above 20 cm wide
68.33
879
60065.49
... More
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 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).
34.5
10585
365213.55
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more.
7200.73
107
776598.73
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
-
-
-
... More
Thermo-Mechanically Treated bars of grade Fe-500D or more
9504.12
107
1025019.34
... More
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 I 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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All works upto plinth level
-
-
-
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Concrete of M25 grade with minimum cement content of 330 kg /cum
30.52
9504
290084.97
... More
All works above plinth level upto floor V level
-
-
-
... More
Concrete of M25 grade with minimum cement content of 330 kg /cum
75.27
9860
742192.31
... More
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)
29
7370
213748.85
... More
Cement mortar 1 :6 (1 cement : 6 coarse sand)
29
7132
206835.25
... More
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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Cement mortar 1:4 (1 cement : 4 coarse sand)
62
9344
579349.7
... More
Cement mortar 1 :6 (1 cement : 6 coarse sand)
62
9105
564568.9
... More
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.
-
-
-
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80x1 .25 mm M.S. laths with 1.25 mm thick top cover
58.31
3653
213018.09
... More
Providing and fixing ball bearing for rolling shutters
13.8
492
6794.43
... More
Extra for providing mechanical device chain and crank operation for operating rolling shutters
-
-
-
... More
Exceeding 10.00 sqm and upto 16.80 sqm in the area.
17.94
1281
22987.42
... More
Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured).
8.75
768
6722.19
... More
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
-
-
-
... More
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
736
172
127033.6
... More
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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40 mm thick with 20 mm nominal size stone aggregate
50
614
30710
... More
Cement concrete pavement with 1 :2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), including finishing complete.
10
8595
85951.5
... More
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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25 mm thick
247.02
1948
481256.72
... More
Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
21.39
2354
50367.03
... More
Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x1 0x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25 mm long dry wall screws@ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
-
-
-
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12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)
625.8
1355
848459.64
... More
12 mm cement plaster of mix
-
-
-
... More
1:4 (1 cement: 4 fine sand)
200
347
69410
... More
1:6 (1 cement: 6 fine sand)
200
333
66670
... More
15 mm cement plaster on the rough side of single or half brick wall of mix
-
-
-
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1:4 (1 cement: 4 fine sand)
263
399
105055.35
... More
1:6 (1 cement: 6 fine sand)
263
383
100729
... More
6 mm cement plaster of mix :
-
-
-
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1:3 (1 cement : 3 fine sand)
260
300
78117
... More
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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New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
725
185
134596.25
... More
Finishing walls with textured exterior paint of required shade
-
-
-
... More
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
359.03
223
80279.11
... More
Finishing walls with Acrylic Smooth exterior paint of required shade
-
-
-
... More
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)
100
160
16060
... More
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
-
-
-
... More
Two or more coats on new work
214.04
155
33368.84
... More
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.
1183.17
156
184633.68
... More
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.
281.32
1684
473911.67
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