Extension of second floor of ICAR ladies hostel M.C KAU, Vellanikkara-General Civil Work

Amount

Extension of ICAR ladies hostel - Estimate

OD711/2024-2025:Engaging beldar for doing various works like carrying materials to different sites, dismantling of materials etc.

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

15.7.1: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.In mud mortar

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and wallsUnder 20 cm wide

5.2.2: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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

OD712/2024-2025:Supplying and fixing SS hook of best quality

OD879/2024-2025:Providing and constructing Autoclaved Aerated Block (A.A.C) Masonry works consisting of min 60% of fly ash content using 'Renabond' or equivalent block adhesive with a thickness of 3 to 5mm to be used as per manufacturer's instructions. (within 200 kms from project site) A.A.C BLOCKS of size 600x200x200mm. Minimum Compressive strength of 4 N/mm2 and conforming to IS:2185 ( Part - 3 ) for all types of masonry works, at all depths and heights including providing openings and projections, raking of joints, scaffolding and curing etc., complete as per specifications, drawings and direction of the Authority. The necessary RCC vertical Mullions/ columns and horizontal RCC tie & RCC lintels over opening are to be provided in specified location as per Engineering in-charge . (Only reinforcement steel to be paid separately as per Boq item:5) Pl Note : Gap between the topmost course and ceiling/ beam less than 100mm shall be filled with lean concrete made of 12.50mm downsize aggregate of strength comparable with the blocks. No separate measurement is to be given and this item is measurable in the blockwork item itself. Grade of Lean Concrete M10.

OD937/2024-2025:Providing and constructing Autoclaved Aerated Block (A.A.C) Masonry works consisting of min 60% of fly ash content using 'Renabond' or equivalent block adhesive with a thickness of 3 to 5mm to be used as per manufacturer's instructions. (within 200 kms from project site) A.A.C BLOCKS of size 600x200x100mm. Minimum Compressive strength of 4 N/mm2 and conforming to IS:2185 ( Part - 3 ) for all types of masonry works, at all depths and heights including providing openings and projections, raking of joints, scaffolding and curing etc., complete as per specifications, drawings and direction of the Authority. The necessary RCC vertical Mullions/ columns and horizontal RCC tie & RCC lintels over opening are to be provided in specified location as per Engineering in-charge . (Only reinforcement steel to be paid separately as per Boq item:5) Pl Note : Gap between the topmost course and ceiling/ beam less than 100mm shall be filled with lean concrete made of 12.50mm downsize aggregate of strength comparable with the blocks. No separate measurement is to be given and this item is measurable in the blockwork item itself. Grade of Lean Concrete M10.

18.7.4:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall32 mm nominal outer dia pipes

Lalu.P.R (BID ID -2159433)

ALTITUDE (BID ID -2159625)

Bidder Name

Lalu.P.R

HELLY SYRIAC N.

ALTITUDE