All India Institute Of Speech And Hearing Tender
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The AIISH has issued a formal invitation for competitive bids for the All India Institute Of Speech And Hearing project, for Providing Interlock Pavers Pathway From Special Education Building Road To Itp Park And Renovation Of Strom Water Drain From Ladies Hostel Annex Building To Near Slp And Sls Building Aiish Main Campus in Mysuru, Karnataka. The bid opening date for this tender is 29-05-2025 and the last date for bid submission is 18-06-2025. Interested bidders for All India Institute Of Speech And Hearing tender can download the important documents here to check the tender amount, scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 15,495Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_AIISH_862189_1Tender No
Providing Interlock Pavers Pathway from Special Education Building Road to ITP Park and RenovationTender Authority
All India Institute Of Speech And Hearing ViewPurchaser Address
-Website
http://https://aiishmysore.in/en/
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Documents
BOQ Items
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Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work
45.9
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Supply of red earth for filling where ever required including cost of labour, royalty, tools, usage of machinery & other appurtenances required to complete the work
50
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Providing and laying in position Cement Concrete of mix 1:3:6 using 40 mm nominal size graded crushed coarse aggregates for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications
19.06
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Providing and laying in M20 design mix using 20mm down size Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications
8.2
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Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand complete as per specifications
3.375
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Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications
86.4
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Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry /Concrete surface including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge
170.8
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Providing and fixing 150mm nominal dia Sewer (SWR)/PVC pipes 6.00kgs/sqcm (Make:Finolex/Supreme/Ashirvad) working pressure, including all fittings, This includes jointing of pipes & fittings with one step solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge
40
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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay (non modular) bricks of class designation 13.51
4
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Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/10 m²) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge
148.8
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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 and two coats of enamel paint all complete. Fixed to wall openings /wooden frames with rawl plugs screws etc
35
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Providing and laying 60mm thick factory made rubber mould 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
149.6
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Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete
39.6
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Dismantling BBM, removing debris and other works wherever required as per the directions of the engineer-in-charge
10
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