RAISING OF BOUNDARY WALL JUDICIAL COMPLEX AT KOSLI IN REWARI DISTT.

Amount

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) 40mm thick (HSR 6.8.2)

Brick work with common burnt clay non- modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.22.1)

12 mm cement plaster of mix 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 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)

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, undries etc. complete (HSR 11.58)

Finishing walls with Acrylic Smooth exterior paint of required shade 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) (HSR 11.95.1)

Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) [DSR 16.53]

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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)

Repair to plaster of thickness 12mm to 20 mm in patches of area sqm 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. (HSR 30.17)

Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. (HSR 30.22)

Finishing walls with Acrylic Smooth exterior paint of required hade: Old work (One or more coat applied @ 0.90 litre/10 sqm). (HSR 30.37.2)

Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) [HSR 30.54.2]

Renewal of old putty of glass panes (length) (HSR 30.58)

Replacing and fixing bright finished brass single acting spring hinges with necessary brass screws etc. complete 125 mm [HSR 30.61.2]

Providing and fixing white vitreous chinaware pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous chinaware flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISi marked white solid plastic seat and lid [HSR 22.24.1]

Providing and fixing Stainless Steel A ISi 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required Kitchen sink with drain board 510x1040 mm bowl depth 200 mm [HSR 22.10.1.3]

Providing and fixing rectangular high density Polyethylene water storage loft tank with cover, conforming to ISi : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately. (HSR 22.182)

Providing and fixing SFRC MANHOLE COVERS AND FRAMES MARKED WITH IS: 12592 including setting the same to correct lines and levels in 1 :3 cement sand mortar over manhole including carriage loading unloading stacking handling re-handling etc. complete in all respects to the satisfaction to the Engineer-in-charge.Type:- Extra Heavy Duty Set (EHD-35) 560MM Clear Opening [HSR 21.93.1]

Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benching 12mm thick cement plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1 :2:4 slab 100 mm thick/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. Size 450 mm X450 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with C.C. topping [HSR 21.81.1]

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore [HSR 22.104.1]

Providing and fixing brass stop cock of approved quality: 20 mm nominal bore ( HSR 22.97.2)

Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with LP./ H.P.H.D. plastic ball. 20 mm nominal bore, 120 mm long, weighing not less than 198 gms (HSR 22.124.2)

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. Ordinary rock [HSR 4.13.1]

Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with Over burnt (Jhama) Brick Aggregate: 90 mm to 40 mm size in foundation and plinth. [HSR 10.100.1]

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 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 25 mm thick [HSR 6.8.3]

Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge [HSR 30.19]

White washing with lime to give an even shade New work (three or more coats) [HSR 11.61.1] Note:- 1. In case of any difference in the unit & nomenclature of any of the HSR Items of Civil, P.H., depicted in this DNIT and that given in HSR, the unit and nomenclature given in HSR shall be applicable. 2. Only reputed make material will be used (make/brand exhibited in HSR and exhibited in approved standard document) as approved by Engineer-in-charge, while executing various items/works at site.

SD Construction Company

MANOJ JANGRA CONTRACTOR

sahil

M/s Shree Laxmi Trading Company