Construction of 02 ACR at Middle School Rain

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :

Supply and laying of Stone soling ,room filling hand packed broken stones in layers including carriage complete job.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) crushed

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) +Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

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

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

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

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

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 and length (hold fast lugs or with dash fasteners shall be paid for separately): Ist class imported wood incl.

Providing and fixing 35 mm thick panelled or panelled and glazed shutters for doors,windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, complete as per direction of Engineer-in-charge.imported wood i/c all carriage complete.

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.. First class kail wood

Providing and fixing 30 mm thick glazed shutters for doors, windows and clerestory windows using 3.5 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws.imported wood i/c all carriage complete.

Providing and fixing 30 mm thick wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge imported wood i/c all carriage complete.

Providing & fixing 3.5 mm thick glass panes (weighing not less than 10 kg/sqm) with all fixtures, all complete

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size).

P/F of aluminium sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS 1868 transparent or dyed to reqd. colour with nuts and Screws etc complete job 300x16 mm

P/F of aluminium handles ISI marked anodized as per IS 1868 transparent or dyed to reqd. colour with necessary Screws etc complete job 150 mm

P/F of aluminium handles ISI marked anodized as per IS 1868 transparent or dyed to reqd. colour with necessary Screws etc complete job 100 mm

Providing and fixing aluminum tower bolts ISI marked per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 150×10 mm

Providing and fixing aluminum tower bolts ISI marked per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 100×10 mm

Painting with synthetic enamel paint of approved brand and manufacture of required color to give an even shade. Two or more coats on new work over and under coat of suitable shade with ordinary paint of approved brand and manufacture i/c priming coat of wood primer On wood work

12 mm thick cement plaster of 1:6 mix ( 1 cement: 6 coarse sand) on walls etc including carriages complete job.

6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) including carriages by MT avg lead 50 kmcomplete job.

Providing and applying wall putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete

Structural steel work in welded built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete

Providing & fixing Precoated galvalume profile sheets 0.50 mm TCT having a crest height of 28-32mm at 195mm pitch and effective width of 975-1000mm and length to suit site requirement to the purlins using self drilling and self tapping fasteners of reputed make with purlin sheet using self drilling and self tapping fastners & Fixing flashings, valleys and ridges of colour coated galvalume plain sheet using self drilling and self tapping fasteners of reputed makel complete and as directed. The contractor shall give a minimum of 10 years guarantee for sheets against deterioration, disintegrations loss of luster, variation in colour, etc. and leakages across laps, fasteners etc. All types of steel sheets shall be load tested to satisfy 1.10 times the design wind load and coating thickness to the satisfaction of the Engineer-in-Charge. Fasterners shall also be load tested. The Contractor is to submit design and shop drawings for approval on the sheet profile, design and fabrication details before installation (including cost of all material, leads, lifts and carriages etc upto site of work complete).

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick including all carriages complete job.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete

Providing and Fixing Stainless Steel (Grade 304) Railing made of hollow tube channels. Plates, etc including welding Grinding, Buffing, Polishing and making curvature wherever required and fitting the same with necessary stainless steel nuts & bolts complete, including fixing the railing with necessarry accessories and stainless steel -Fastners, steel bolts etc.of required size on the top of the floor or the side of the waist slab with suitable adjustments as per approval of engineer in charge.

Carriage of material by mechanical transport from source of supply upto site of work ,Cement 3 kms

Carriage of material by mechanical transport from source of supply upto site of work ,Sand 35 kms

Carriage of material by mechanical transport from source of supply upto site of work ,Aggregates 35 kms

Carriage of material by mechanical transport from source of supply upto site of work , bricks 45 kms