Construction of underground Tank Size 8.00m X 4.05m X 3.00m with 1,00,000 Litres Capacity and Pump Chamber size 9.15m X 6.10m ( 30.00ft X 20.00ft) for Fire Fighting in Judicial Complex at Jagadhri in Yamuna Nagar District

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 sqm 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)

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) 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR 6.1.6)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: (HSR 7.20) Cement Mortar 1:6 (1 cement: 6 coarse sand). (HSR 7.20.2)

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) 40mm thick (HSR 6.8.2)

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 confonning to IS: 2222 in superstructure above plinth level up to floor four level in cement mortar 1 :6 (1 cement : 6 coarse sand) (HSR 7.23) With Modular bricks (HSR 7.23.2)

Half brick masonry with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level (HSR 7.28) Cement mortar 1 :4 ( 1 cement :4 coarse sand) (HSR 7.28.2)

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)

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) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) (HSR 6.15.1)

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1 :3 (1 cement: 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: (HSR 9.11) With common burnt clay non-modular brick tile of class designation 10 (HSR 9.11.1)

Bottom Khurra on ground 1.2mx0.60m consisting of brick on edge laid in cement mortar 1:3 over 75mm cement concrete 1:8:11 including 12mm thick cement plaster 1:3 (HSR 9.18)

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) In 75x75 mm deep chase (HSR 9.17.1)

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) 110 mm diameter (HSR 9.57.2)

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 10mm gap for thermal expansion. (HSR 9.58.5.2)

Excavating, supplying and filling of local earth (including royalty) 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)

Congolemerate floor 40mm cement concrete 1:2:4 on 100mm cement concrete 1:8:16 and 100mm sand or stone filling (HSR 6.13)

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

15 mm cement plaster on the rough side of single or half brick wall of mix : (HSR 11.6) 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)

10mm thick cement plaster (HSR 11.4) 1 :3 (1 cement: 3 fine sand) (HSR 11.4.2)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): (HSR 11.25) Flush / Ruled/ Struck or weathered pointing (HSR 11.25.1)

Pointing on tile brick work with cement mortar 1 :3 (1 cement : 3 fine sand): (HSR 11.26) Flush/ Ruled/ Struck or weathered pointing (HSR 11.26.1)

Structural steel work riveted, bolted or welded 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 (HSR 13.28)

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 (HSR 13.3) Profile B (HSR 13.3.1) Fixing with adjustable lugs with split end tail to each jamb (HSR 13.3.1.1)

Providing and 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) 300x16 mm (HSR 12.98.1)

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 (HSR 12.10) Kiln seasoned and chemically treated Hollock wood (HSR 12.10.2) 30mm thick (HSR 12.10.2.2)

Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job (HSR 23.8.4)

Planking of commercial hard wood, such as Hollock, champ, chikrassy and chaplash etc., (Non-coniferous timber other than teak conforming to I.S. specification no.1003 kiln-seasoned) planed on both sides, rebated and fixed in position, including nails and screws, etc (HSR 12.24) 40 mm thick (HSR 12.24.3)

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)

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

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) With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)

Painting the wooden I metal surface with synthetic enamel paint of approved brand and manufacture to give an even shade (HSR 11.82) Two or more coats on new work (HSR 11.82.1)

White washing with lime to give an even shade (HSR 11.61) New work (three or more coats) (HSR 11.61.1)

Colour washing such as green, blue or buff to give an even shade (HSR 11.62) New work (two or more coats) with a base coat of white washing with lime (HSR 11.62.1)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (HSR 11.64) New work (two or more coats) over and including water thinnable priming coat with cement primer (HSR 11.64.1)

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

Providing & fixing UV stabilised fibreglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified (HSR 9.32) 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6") as specified (HSR 9.32.1)

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 (HSR 6.33) 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. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6)

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with (HSR 13.10) 5.5 mm thick glass panes (HSR 13.10.2)

12 mm cement plaster of mix : (HSR 11.5.4)

10mm thick cement plaster (HSR 11.4.2)

Providing and laying of brick on edge flooring with bricks of class designation 7.5 on a bed of 12mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: (HSR 10.33.1)

1) In case of any difference in the unit & nomenclature of any of the HSR items depicted in this DNIT and the given in HSR, the unit of nomenclature given in HSR shall be applicable. 2) In case of any difference in the unit of any non schedule item depicted in this DNIT and the conventional unit of that N.S. item as per practice in this department, the conventional unit as per practice shall be applicable