Indian Institute Of Technology Tender
View complete overview of Uttarakhand IIT Tender
Indian Institute Of Technology - IIT Tender
Civil And Construction
Excavation
Eprocure
Opening Date8 Jan 2025
Closing Date30 Jan 2025
Tender Amount₹ 23,73,000
Costs
EMD
₹ 50,000Document Cost
₹ 1,180Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_IITR_843531_1Tender No
IWD/IE/E Tender/ 304 Dated January 07, 2025Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://https://www.iitr.ac.in
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Documents
BOQ Items
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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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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
3
7878
23635.5
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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)
1
9045
9045.75
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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 aggregae 20 mm nominal size derived from natural sources).
1.2
11505
13806.6
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Reinforced cement concrete work in well-steining, 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).
14.92
8424
125695.03
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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
25
392
9803.75
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Suspended floors, roofs, landings, balconies and access platform
25
927
23181.25
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
25
736
18410
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Columns, Pillars, Piers, Abutments, Posts and Struts
25
961
24032.5
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Well steining
82.89
263
21853.95
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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.
1475.44
107
159126.2
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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
889.6
107
95943.36
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
40
300
12018
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Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
10
78
784
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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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Cement mortar 1:4 (1 cement : 4 coarse sand)
9.72
9344
90827.08
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Cement mortar 1:6 (1 cement : 6 coarse sand)
3
9105
27317.85
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Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor Vlevel
-
-
-
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Cement mortar 1:4 (1 cement :4 coarse sand)
12
1123
13485.6
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Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. Complete at all levels.
-
-
-
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Granite stone slab of colour black, Cherry/Ruby red
-
-
-
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Area of slab over 0.50 Sqm
9.75
5136
50078.93
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Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete
-
-
-
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Fixed to steel windows by welding
90
219
19719
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Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1. 70 mm for Series R 1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.
Note:- Structural design proof checked from a Government
Engineering Institute, to be provided by the manufacturer for
(i) Sites with basic wind speed 45 m/sec as per IS 875 - Part 3
(ii) Sites with structure height more than 20m for all wind speeds
-
-
-
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Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body
-
-
-
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Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m).
3
10874
32622.6
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Fixed window/ ventilator without mullion/ transom.
-
-
-
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Using R4 series with frame (64 mm & above) x (50 mm & above). (Height above 2.5 metre)
3
6032
18098.55
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Casement window single panel with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system zinc alloy (zamak) powder coated handles.
-
-
-
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Using R3 series with frame (55 mm & above ) x (45 mm & above) & sash (55 mm & above) x (65 mm & above). (Height upto 1.8 metre
3
13387
40161.45
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Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.
-
-
-
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Using R4 series with frame (64 mm & above) x (55 mm & above) & sash (64 mm & above) x (100 mm & above). (Height above 2.5 metre).
3
12454
37363.2
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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.
6809.41
133
910418.12
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Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete.
-
-
-
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Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides
3
1133
3400.65
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12 mm cement plaster of mix :
-
-
-
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1:4 (1 cement: 4 coarse sand)
94.51
357
33773.15
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15 mm cement plaster on rough side of single or half brick wall of mix :
-
-
-
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1:4 (1 cement: 4 coarse sand)
19.99
411
8230.88
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Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
56
22
24.75
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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 (i/c equivalent design mix)
1
2434
2434.25
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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
1.75
3551
6214.69
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Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
-
-
-
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In cement mortar
2.75
2060
5665.55
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Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured):
-
-
-
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From brick work in cement mortar
1500
6700
10051.2
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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.
150
54
8197.5
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Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineerin-charge.
75
56
4226.25
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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.
95
263
25075.25
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Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
-
-
-
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Upto 5mm depth and 5 mm width
12
96
1161
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Grading roof for water proofing treatment with
-
-
-
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Cement mortar 1:4 (1cement : 4 coarse sand)
2
15155
30311.2
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Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
-
-
-
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For vertical surface two coats @ 0.70 kg per sqm per coat
86.59
472
40948.41
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For horizontal surface one coat @1.10 kg per sqm.
27.94
362
10136.63
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Providing & Applying polymer modified, flexible cementatious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge
125.53
447
56155.85
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Providing and applying of swellable type water stop tape, 19 mm x 25 mm thick in linear metre (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running metre. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.
9.6
573
5505.12
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Providing, mixing and applying 12 mm thick ready mix cement plaster of approved make as per specifications and directions of Engineer-in-charge.
213.1
376
80125.6
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Providing, mixing and applying 15 mm thick ready mix cement plaster of approved make as per specifications and directions of Engineer-in-charge.
172
455
78260
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Providing and fixing 5mm thick toughened glass etc. complete as per direction of engineer in charge
78.3
2357
184553.1
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