Construction of Commerce Computer Laboratory (Single Storey) in the Campus of Government Post Graduate College at AmbalaCantt in Ambala District under SMI Scheme

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (HSR 4.12.1) All kinds of soil

Filling available excavated earth (excluding rock) in trenches, cum plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m..(HSR 4.32)

Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.(HSR 4.33)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: (HSR 6.1.6) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) (HSR 6.8.1) 50 mm thick

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 : (HSR 6.14.1) 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size)

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. above plinth level up to floor four level, excluding cost of centering, shuttering, finishing and reinforcement : (HSR 6.15.1) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20 mm nominal size) First storey

Reinforced cement concrete work in beams, suspended floors roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16) First storey

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.1) Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.5) Lintels, beams, plinth beams, girders, bressumers and cantilevers First storey

Centering and shuttering including strutting, propping etc. and removal of form for (HSR 6.30.6) Columns, Pillars, Piers, Abutments, Posts and Struts First storey

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level. Note:-Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 6.33.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (HSR 6.34.6) Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in: (HSR 7.21.2) Cement Mortar 1:6 (1 cement: 6 coarse sand).

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : (HSR 7.22.2) Cement mortar 1:6 (1 cement: 6 coarse sand) First storey

Second storey

Brick work with non-modular fly ash bricks conforming to IS :12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : (HSR 7.47.2) Cement mortar 1:6 (1 cement: 6 Coarse sand) First storey

Second storey

Providing gola 75x75 mm in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design : (HSR 9.17.1) In 75x75 mm deep chase First storey

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. (HSR 9.18) First storey

Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (HSR 9.57.2) 110 mm diameter First storey

Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 1 O mm gap for thermal expansion. (HSR 9.58.5.2) Bend 87.5". 110 mm bend First storey

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)

Providing and fixing of Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 ( 1 cement : 4 coarse sand) : (HSR 10.37.1) 25 mm thick Ground floor

Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. (HSR 10.38) Ground floor

Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. (HSR 10.42) Ground floor

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 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ including grouting the joints with white cement and matching pigments etc., complete. (HSR 10.63.2) Size of Tile 600x600 mm. (Labour rate) Ground floor

Laying Vitrified tiles in different 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), jointing with grey cement slurry @ 3.3 kg/ including grouting the joint with white cement & matching pigments etc. complete. (HSR 10.67.2) Size of Tile 600x600 mm. (Labour rate) Ground floor

Cement Concrete 1:8:16 with stone aggregate 40 mm size in cum foundation and plinth.(HSR 10.100.2)

Plastering on walls 10 mm thick cement plaster1 :3 (1 cement: 3 fine sand) (HSR 11.4.2) First storey

Plastering on walls12 mm cement plaster of mix 1 :4 (1 cement: 4 fine sand) : (HSR 11.5.3) External Plaster First storey

Plastering on walls 15 mm cement plaster on the rough side of single or half brick wall of mix1 :6 (1 cement: 6 fine sand) : (HSR 11.6.2) Internal Plaster First storey

Applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR 11.58). (Labour rate)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: (HSR 11.64.1) New work (two or more coats) over and including water thinnable priming coat with cement primer. (Labour rate)

Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. (HSR 11.68.3). (Labour rate)

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. (HSR 11.76). (Labour rate)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77). (Labour rate)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78). (Labour rate)

Painting over the wooden/metal surface with aluminium paint of approved brand and manufacture to give an even shade. (HSR 11.84.1)Two or more coats on new work. (Labour rate)

Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gmnitre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives. (HSR 11.98.1) New work (Two or more coats applied@ 1.43 litre/ 10 Over and including priming coat of exterior primer applied @ 0.90 litre/10 . (Labour rate)

Float glass panel. (HSR 12.9.7.1) 4 mm thick glass panel (weight not less than 10kg/ ).

Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary crews. (HSR 12.10.2.1) Kiln seasoned and chemically treated Hollock wood. 35 mm thick shutters

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws: 30 mm thick shutters. (HSR 12.19.2.1.2) Kiln seasoned and chemically treated Hollock wood

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. (HSR 12.36.1) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : (HSR 12.98.1) 300x16 mm. (Labour rate)

Fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete (HSR 12.99.1) 300x10 mm. (Labour rate)

Fixing aluminium handles, ISi marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. (HSR 12.102.1) 125 mm. (Labour rate)

Fixing aluminium handles, ISi marked, anodised (anodic coating not less than grade AC 1 O as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete. (HSR 12.102.3) 75 mm. (Labour rate)

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile C (HSR 13.3.2.1) Fixing with adjustable lugs with split end tail to each jamb First storey

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (HSR 13.29.2) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance> 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1 :4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1: 1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. (HSR 28.43) First storey

Vikas Sharma