139- Renovation of Peruvanthanam Desiya Vayanasala Building

Amount

building

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

50.6.2.2 : Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

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).

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

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

50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

12.4.2 : Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2

od1576975/2021_2022 : Providing and fixing precoated galvanised iron profile sheets (CE OBSERVED DATA)(size, shape and pitch of<br>corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated<br>thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-<br>7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns.<br>Sheet should •have protective guard film of 25 microns minirnum to avoid scratches<br>during transportation and should be supplied in single length upto 12 metre or as desired<br>by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of<br>size ,(5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or<br>curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to<br>size and shape wherever required.

od1576978/2021_2022 : Supply and fixing UPVC 220mm Bracket for fixing Rain water gutter pipe.

od1576979/2021_2022 : Supplying and fixing UPVC 220mm drops.

od1576980/2021_2022 : Supplying and fixing UPVC Runner for rain water gutter of size 220mm

od1576981/2021_2022 : Supplying and fixing 220mm UPVC gutter including cost, conveyance and labour as per direction from departmental officers at site and fixing with PVC brackets at suitable intervals ,joining with runner,drops,elbow and all other fittings, sealed with silicon sealant of proper colour where ever required etc complete.but excluding the cost of runner,drop,elbow etc complete.

50.18.8.9.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC Solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2

13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

9.48.1 : 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.Fixed to steel windows by welding

50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood

50.9.3.1 : Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood

50.9.4.1 : Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood

13.52.1 : 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.On steel work

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm

12.59.1 : Providing and fixing false ceiling at all height including providing & fixing of framework made of special section, power pressed from M.S. sheets and galvanised with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting of angle cleat of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts, other flanged of cleat fixed to the angle hangers of 25x10x0.50mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I chanels 45x15x0.90mm running at the spacing of 1200 mm c/c, to which the ceiling section 0.5 mm thick bottom wedge of 80mm with tapered flanges of 26mm each having lips of 10.5mm, at 450mm c/c, shall be fixed in a direction perpendicular to G.I intermediate channel with connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction, including fixing perimeter channels 0.50mm thick 27 mm high having flages of 20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm interval, including fixing of Calcium Silicate Board to ceiling section and perimeter channels with the help of day wall screws of size 3.5x25mm at 230mm c/c, including jointing & finishing to a flush finish of tapered and square edges of the board with recommended jointing compounds, jointing tapes, finishing with jointing compounds in three layers covering up to 150mm on both sides of joints and two coats of primer suitable for boards, all as per manufacture's specification and also including the cost of making opening for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitable fixed, all complete as per drawings, specification and direction of the Engineer in charge but excluding the cost of painting with.a.8 mm thick Calcium Silicate Board made with Calcareous & Siliceous materials reinforced with cellulose fiber manufactured through acutoclaving process.

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

od1576986/2021_2022 : ACP CLADDING- (Modification of 25.7) Designing, fabricating, testing, installing and fixing in position Curtain Wall with<br>Aluminium Composite Panel Cladding, with open grooves for linear as well as<br>curvilinear portions of the building , for all heights and all levels etc. including:<br>a) Structural analysis & design and preparation of shop drawings for pressure<br>equalisation or rain screen principle as required, proper drainage of water to make<br>it watertight including checking of all the structural and functional design.<br>b) Providing, fabricating and supplying and fixing panels of aluminium composite<br>panel cladding in pan shape in metalic colour of approved shades made out of<br>4mm thick aluminium composite panel material consisting of 3mm thick FR grade<br>mineral core sandwiched between two Alumini um sheets (each0.5mm thick). The<br>aluminium composite panel cladding sheet shall be coil coated, with Kynar<br>500based PVDF / Lumiflon based fluoropolymer resin coating of approved colour<br>and shade on face # 1 and polymer (Service) coating on face # 2 as specified using<br>stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer<br>rods etc.<br>c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised<br>with serrations and serrated washers to arrest the wind load movement, fasteners,<br>SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to<br>prevent bi-metallic contacts all complete required to perform as per specification<br>and drawing The item includes cost of all material & labour component, the cost of<br>all mock ups at site, cost of all samples of the individual components for testing in<br>an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall<br>with aluminium composite panel cladding till the handing over of the building for<br>occupation. Base frame work for ACP cladding is payable under the relevant<br>aluminium item.s The Contractor shall provide curtain wall with aluminium<br>composite panel cladding, having all the performance characteristics all complete<br>, as per the Architectural drawings, as per item description, as specified, as per the<br>approved shop drawings and as directed by the Engineer-in-Charge.<br>However, for the purpose of payment, only the actual area on the external face of<br>the curtain wall with Aluminum Composite Panel Cladding (including width of<br>groove) shall be measured in sqm. up to two decimal places.

16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

od1576969/2021_2022 : Providing and fixing of good granite name board with lettering including of all cost conveyance<br>labour charge etc. complete.

Sivarajan.B

HASHIM IBRAHIM

Bidder Name

M S MUHAMMEDKUTTY

Sivarajan.B

HASHIM IBRAHIM