Indian Institute Of Technology Tender
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Indian Institute Of Technology - IIT Tender
Civil And Construction
Civil Works Others
Consultancy Services
Civil And Architectural Services
Eprocure
Opening Date12 Feb 2025
Closing Soon19 Feb 2025
Tender Amount₹ 99,37,635
Costs
EMD
₹ 1,98,800Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Campus Development Works Of Iit Hyd Sh Designing Fabrication Supplying And Installation Of Tensile Fabric Roof Sheds At Convention Centre Building At Iit Hyderabad Kandi Sangareddy
Description
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Contact
Tender Id
2025_IITH_848803_1Tender No
IITH/CMD/CIV/2024-25/NIT-72Tender Authority
Indian Institute Of Technology ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
BOQ Items
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Making 20 mm dia hole by drilling, fixing the M16 anchor fastener (Hilti/Fischer or equivalent brand) by depth of 200 mm with Chemical installation of Hilti RE 500 or equivalent brand etc. complete as per the directions of Engineer-In-Charge
400
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position with approved steel, including welding and bolted with special shaped washers etc. complete.
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Hot finished welded type tubes
10000
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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.
600
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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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110 mm diameter
60
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Extra for providing 120 GSM hot dip galvanised coatings to the Pre/Post coated steel sections, plates, accessories etc used in steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc.omplete as per the directions of Engineer-In-Charge
9000
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.
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On steel work
9000
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Applying priming coat:
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With ready mixed Zinc Chrome Yellow priming coat of approved brand and manufacture on steel galvanised iron/ steel works
1000
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Providing and laying solid concrete blocks masonry with block of M7.5 grade cement concrete of required thickness as per drawing in sub & superstructure plinth level up to V level with RCC band and mullion as per structural detail in cement mortar 1:4 (1 cement : 4 coarse sand) all complete as per direction of Engineer in Charge.
40
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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
370
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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 ½:3 (1 Cement: 1 ½ coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
3
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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 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 above plinth level upto floor V level
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Concrete of M30 grade with minimum cement content of 350 kg /cum
3
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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
15
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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
350
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Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured.bending, placing in position and binding all complete upto plinth level.
120
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Providing and laying water proofing treatment on roofs of slabs by applying polyurethane based coatings
Surface Preparation: Preparation of existing concrete surface by wire brushing and other mechanical means like Angle grinder with 3" or 4" grinding wheel to remove the loose particles, dust, laitance and contaminants. Surface shall be ensured in dry condition before application of waterproof coating. WP PU Coating: Providing and applying Fosroc Nitoproof 600 PF of Fosroc chemicals a single component pitch free polyurethane based coating that cures by reaction with atmospheric moisture to form a tough but flexible waterproofing membrane. It is elastomeric, seamless waterproof membrane applied in 2 coats to DFT 1.3 - 1.5 mm thick having a elongation capacity of over 400% over the Nitoproof WB primer by using suitable roller and Brush. The retaining wall waterproofing shall be extended to the total height and overlapped with the podium slab waterproofing or terminated 300mm above the ground level after cutting groove size of 20mm wide x 10mm thick and flushed with polymer modified mortar as per vendor recommendation. The material shall comply to – ASTM C 836. Elongation (ASTM D412): 400 %, Specific gravity: 1.4 g/cc, Solid content: 85%, Modulus @ 100% elongation (ASTM D412): 0.62 N/mm², Tear resistance (ASTM D624) : 15 N, Water vapour transmission(ASTM E96) : 0.6 g/m²/hr., Water permeability @ 5 bar : Nil, Shore A hardness (ASTM D2240) : 60
120
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Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS : 154 77, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately).
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Size of Tile 600x600 mm
10
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Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
25
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Providing & Grouting of Joints of members/dowel tubes / Shear keys / with M-60 grade cementitious grout (Non Shrink) of approved make by suitable means (Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge. (The payment shall be made on the basis of actual weight of approved grout injected.)
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Stirrer mixed cementitious grout (non shrink) of approved make in Joints of members/dowel tubes / Shear keys.
50
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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
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For thickness of tiles 10 mm to 25 mm
10
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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.
2
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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 (including equivalent design mix)
1
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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
2
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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
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New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
370
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