Reinvited for Increasing of wall of Girls Hostel towards Sushruta Auditorium in PGIMS Rohtak

Amount

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. (HSR 5.23) 5.23.2 - Nominal concrete 1 :2:4 or leaner mix (i/c equivalent design mix)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. (HSR 5.7) 5.7.4 - In cement mortar

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) 7.22.2 - Cement mortar 1:6 (1 cement: 6 coarse sand)

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)

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) 6.1.1 - 1 : 1 ½: 3 ( 1 Cement: 1 ½ coarse sand (zone-Ill) : 3 graded stone aggregate 20 mm nominal size)

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 annealedsteel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to beincluded in the rates for reinforcement. (HSR 6.33) 6.33.6 - Thermo-Mechanically Treated bars of grade Fe-500D or more.

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) 13.29.2 - In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

Providing and fixing hard drawn steel wire fabric 75 mm X 25 mm rectangular mesh with 3.25 mm dia wire fixed on steel windows of standard rolled sections with 3 mm thick flat iron cover moulding of 12.5 mm width fixed with machine screws welded complete in all respect. (HSR 13.18)

GI barbed wire fencing (HSR 34.29) 34.29.1 - G.I Barbed Wire Fencing 1.2 Metre High Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40 mm x 40 mm x 6 mm placed every 3 metres centre to centre founded in M15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and comer post shall be strutted on both sides and end post on one side only and provided with 9 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, tum buckles etc complete as per clause 807 Cost of excavation for foundation and foundation concrete to be added separately in the cost estimate as per approved design. The rate for these items may be taken from respective chapters.

12 mm cement plaster of mix : (HSR 11.5) 11.5.3 - 1 :4 (1 cement: 4 fine sand)

15 mm cement plaster on the rough side of single or half brick wall of mix : (HSR 11.6) 11.6.2 - 1 :6 (1 cement: 6 fine sand)

Providing and 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)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: (HSR 11.67) 11.67.1 - Water thinnable cement primer

Finishing walls with Acrylic Smooth exterior paint of required shade : (HSR 11.95) 11.95.1 - New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

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)

Applying priming coat: (HSR 11.68) 11.68.3 - With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works