GENERAL Plan 2025 26 Renovation work of school ground at Kannur Town Higher Secondary School Construction of Badminton tennis court at Kannur town High School General Civil Work

Amount

indoor stadium

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

OD84676/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge

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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

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 derived from natural sources)

OD187607/2025-2026:Providing and laying in position machine-batched and machine-mixed design mix M-25 grade cement concrete for vacuum dewatered flooring work, using cement content as per the approved design mix and with minimum water content. The work includes pumping of concrete to the site of laying, but excludes the cost of centering, shuttering, finishing, and reinforcement. Approved admixtures conforming to IS:9103 shall be used in recommended proportions to accelerate or retard the setting of concrete and to improve workability without impairing its strength and durability, all as per the direction of the Engineer-in-Charge.

OD187611/2025-2026:Providing and applying non-metallic floor hardener (Fosroc Nitoflor Hardtop Standard/Asian Paints SmartCare Floor Hardener) at 6 to7 kg/m², uniformly broadcast and power-trowelled into the freshly laid concrete surface after the bleeding water has evaporated but before the initial setting of concrete. The application shall be carried out in two stages, with proper troweling after each layer , to ensure uniform surface hardness and finish. The work includes the cost of all labour, materials, tools, and machinery required for application, and shall be completed in all respects as per the direction of the Engineer-in-Charge.

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

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

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

50.10.2:Steel work for purlin/single section with G I pipes 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

26.19.1:Providing at all heights, levels and locations Aluminium profile industrial troughed sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The sheet shall be fixed using self drilling/self tapping SS screws of size 5.5x65 mm with EPDM seal complete upto required pitch in horizontal, vertical or curved surfaces i/c cutting to size and shape where required as per specifications, detail drawings and direction of Engineer-in-Charge. The rate shall be inclusive of all screws, seal, ridge, labour, scaffolding, machinery for fixing and approved sealent where required etc. but excluding the cost of purlins, rafters and trusses.0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm.

OD186472/2025-2026:Providing and fixing sandwich sheet( size, shape and pitch sheet as approved by engineer in charge) 50mm thickness with top sheet 0.4mm and bottom sheet 0.3mm with density 40kg+/-2. Sheet have protective guard film of 70 microns to avoid scratches during transportation and should be supplied with desired length approved by engineer in charge. The sheet shall be fixed using self drilling or self tapping screws with EPDM seal complete upto any pitch in horizontal or vertical or curved surface , excluding the cost of purlins, rafters and trusses and including cutting to size shape wherever required including conveyance loading and unloading charges etc

OD187618/2025-2026:Providing & Fixing Aluminium sheet (0.4mm)thick or nearest available thickness with overlap 150mm at ends including all cost of conveyance of materials , labour charge etc complete

OD187627/2025-2026:Providing and supplying turbo ventilator (wind-driven type) of approved make and design, with turbine head (min. 600 mm dia) made from corrosion-resistant aluminium or stainless steel (SS304), complete with bearings, rain guard, bird screen, and matching base plate (FRP/aluminium) to suit roof profile, including all accessories, installation, anchoring, sealing, labour, and transport, completeas per the direction of the Engineer-in-Charge.

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

OD182691/2025-2026:Providing and applying polyurethane (PU) flooring ( 1.5mm thk.) over a prepared concrete surface, including surface preparation by mechanical means (grinding/shot blasting) to remove dust. Apply epoxy primer (CIPoxy 11) to ensure proper adhesion, followed by the application of an epoxy screed composed of CIPoxy 18 mixed with FQ sand to achieve the desired thickness and level. While the screed is still fresh, broadcast FQ sand uniformly to rejection, followed by removal of excess sand after curing. A sealer coat of CIPoxy 18 shall then be applied to bind the sanded surface. Finally, apply the PU top coat (FK 111) to achieve a seamless, durable, and chemical-resistant surface. including all materials, labour, tools, equipment ,Groove Cutting, Yellow Line Marking, all as per the direction of the Engineer-in-Charge.

13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work

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

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

OD186879/2025-2026:Providing and fixing 150mm dia 1/2 portion PVC Gutter Pipe with Iron clamps including all labour charge etc. complete

50.18.9.18.2:Providing and fixing PVC pipes including fixing the pipe with clamps/Clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 4 Kfg/cm2 - External work - Exposed on wall

2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

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.

18.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms

50.18.9.2.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints as per direction of Engineer in Charge.20 mm dia 12 Kgf/cm2

50.18.9.6.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 10Kgf/cm2

K. P. BIJU (BID ID -2453330)

Bidder Name

K. P. BIJU

PRANAV T P