Construction of 03 ACRs at Govt. High School Mahra. Zone Bufflaiz Sub Div. Bufflaiz Div. Surankote District Poonch. (Under Capex Budget 2025-26 (UT Sector).

Earth work in bulk excavation by mechanical means hydraulic excavator) over areas exceeding 30 m in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated carth, lead up to 50m and Ilt upto directed by Engineer-in-Charge. Classitication I soil All kinds of Soll 50% Ordinary Rock 30% & Hard Rock 20% (Blasting prohibited)

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5mtr. including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth is to be levelled and neatly dressed in all kinds of soil.

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

Providing and laying in position specified grade of cement concrete excluding the cost of centering. shuttering,-All work upto plinth level 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size).

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).

Damping/filling of stones/Boulders including cost of stones in horizontal on level.

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) & Extra for brick work with common burnt clay bricks /cement concrete bricks in superstructure above plinth level upto floor five level.

Half brick masonry with bricks of class designation 75 in foundations and plinth in Cement mortar 1 :4 ( 1 cement : 4 coarse sand) & Extra for half Brick masonry in superstructure above plinth level upto floor V level.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts ans sturts, etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size).

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).

Reinforcement for RCC work including straightening cutting, bending, placing in position & binding all complete with TMT bars.

Centring and Shuttering including strutting, propping etc and removal of form work for Foundations: footings, bases of columns etc. for mass concrete.

Centring and Shuttering including strutting, propping etc and removal of form work for Suspended floors, roofs, landings, balconies and access platform.

Centring and Shuttering including strutting, propping etc and removal of form work for Lintels, beams, plinth beams, girders,bressumers and cantilevers.

Centring and Shuttering including strutting, propping etc and removal of form work for Columns, Pillars, Piers, Abutments, Posts and Struts.

Centring and Shuttering including strutting, propping etc and removal of form work for Edges of Slabs and Break in floors and walls (Under 20 cms wide).

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): (Sal Wood).

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 20 mm nominal size).

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 openings / wooden frames with rawl plugs screws etc.

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

6 mm Cement plaster to ceiling of mix 1 : 3 ( 1 cement : 3 fine sand).

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

15mm cement plaster of mix 1:4 (1 cement : 6 fine sand).

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 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm.

roviding and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including ISI marked M.S. pressed Butt hinges bright finished of required size with necessary screws excluding panelling which will be paid for separately,all complete as per direction of engineer-in charge). 35mm Thick (Second class Deodar wood).

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. Particle Board 12mm thick Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked.

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 35mm thick (Second class Kail wood).

Providing and fixing 35 mm thick wire gauze shutters using galvanised M.S. wire gauze of average width for aperture 1.4 mm in both directoin with wire of dia. 0.63 mm for doors, windows and clerestory windows with hinges and necessary screws lSI marked M.S. pressed bright finished butt hinges with necessary screws of required size (Second class kail wood).

Providing and fixing sliding door bolts ISI marked oxidised transparent or dyed to required colour or shade with nuts and screws etc. complete :250x16 mm.

Providing and fixing ISI marked oxidized M.S. tower bolt with necessary screws etc. complete 150x10 mm.

Providing and fixing ISI marked oxidized M.S. tower bolt with necessary screws etc. complete 100x10 mm.

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 tubes channels, plates etc. including welding grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

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

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer.

Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm).

Providing and fixing on wall face unplasticised - Rigid PVC rain water pipes conforming to IS: 13592 Type A inchuding jointing with seal ring conforming to IS: 5382 leaving 10 mmgap for thermal expansion Single socketed pipes 110 mm diameter.

Providing & fixing electric points complete in all respect as per necessary as site.

Carriage of materials by mechanical transport including loading / unloading and stacking complete. Sand lead up to 25 kms avg.

Carriage of materials by mechanical transport including loading / unloading and stacking complete. Stone aggregate lead up to 25 kms avg.

Carriage of materials by mechanical transport including loading / unloading and stacking complete. Bricks lead up to 220 kms avg.

Carriage of materials by manually including loading / unloading and stacking complete. Sand lead up to 300 mtr avge.

Carriage of materials by manually transport including loading / unloading and stacking complete. Stone aggregate lead up to 300 mtr avge.

Carriage of materials bymanually transport including loading / unloading and stacking complete. Bricks lead up to 300 mtr avge.