Renovation of Entry/Exit points in Mini Sectt., (Back Side) at Gurugram

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavatedsoil as directed, within a lead of 50 m.All kinds of soil.(HSR 4.14.1)

Filling available excavated earth (excluding rock) in trenches, 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)

Providing and laying in position specified grade of reinforcedcement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level: 1 : 1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 cum graded stone aggregate 20 mm nominal size)(HSR 6.14.1)

Reinforced cement concrete work in walls (any thickness),including attached pilasters, buttresses, plinth and stringcourses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, excluding costof centering, shuttering, finishing and reinforcement :) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20 mm nominal size)(HSR 6.15.1)

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

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

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

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

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

Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size)(HSR 6.1.4)

Providing and Laying 100 mm thick ISi marked lntertocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 50 over the bed of 30 mm thick fine sand complete in all respect (HSR 17.69.1)

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-1 O grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 Using Concrete Mixer(HSR 34.1.1)

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)

Providing and fixing granite stone in all shades 15mm to 18 mm thick in sqmskirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1 :3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc.(HSR 10.51)

Providing and fixing adjustable stainless steel cramps of approved quality,required shape and size, adjustable with stainless steel nuts, bolts andwasher (total weight not less than 260 gms), for dry stone cladding fixed onframe work at suitable location, including making necessary recesses instone slab, drilling required holes etc complete as per direction of theEngineer-in-charge.(HSR 8.3)

Providing and fixing structural steel frame (for dry cladding with 30 mm thickgang saw cut with machine cut edges sand stone) on walls at all heightsusing M.S. square/ rectangular tube in the required pattern as perarchitectural drawing, including cost of cutting, bending, welding etc. Theframe work shall be fixed to the wall with the help of M.S. brackets/ lugs ofangle iron/ flats etc. which shall be welded to the frame and embedded inbrick wall with cement concrete block 1 :2:4 (1 cement :2 coarse sand :4graded stone aggregate 20 mm nominal size) of size 300x230x300 mm,including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work tosupport stone cladding, the steel work will be given a priming coat of Zincprimer as approved by Engineer-in-charge and painted with two or morecoats of epoxy paint (Shop drawings shall be submitted by the contractor tothe Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid).(HSR 8.2)

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 steel windows by welding (HSR: 12.50.1)

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, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitablearrangement 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.) (HSR: 13.41) Note 1 :-In case of any difference in the unit & nomenclature of any of the HSR/DSR items of civil,PH work 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/DSR and exhibited in approved standard documents) as approved by the Engineer-in-charge,while executing various items/work at site. 3. The agency to whom the work is allotted have to produce original bill/ voucher for all qty in taken of proof of Purchase of material

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