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| 1 | 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 |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials DSR 2.26.1 All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.10 |
| 4 | 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 :DSR 5.1.2 1:1.5:3 (1 cement :1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick DSR 5.9.21 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete.DSR 5.9.1 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick DSR 5.9.20 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete .DSR 5.22.1 Mild steel and Medium Tensile steel bars |
| 9 | Brick work with common burnt clay (non modular) bricks of Class-150 in foundation and plinth in cement mortar 1:4(1 cement :4 coarse sand . (SI 6.1.1) |
| 10 | Providing and fixing mild steel round holding down bolts with nuts and washer plate complete. DSR 10.19 |
| 11 | 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 suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc. DSR 10.28 |
| 12 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. DSR 16.78.2 With material conforming to Grade-I (size range 53 mm to 0.075 mm) having CBR Value-25 |
| 13 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.DSR 16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 14 | 20 mm cement plaster finished with afloating coat of neat cement of mix DSR 13.9.2, 1:3 (1 cement : 3 coarse sand) |
| 15 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. DSR 11.56.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown,Cat Eye or equivalent |
| 16 | Providing and laying vitrified floor tiles in size 600X600 mm (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 |
| 17 | Disposal of building rubbish / malba / similat unservicable, dismantled or waste materials by mechanical means ,including loading, transportingunloading to approved municipal dumping ground or as approved by Engineer-in-charge,beyond 50 m initial lead, for all leadsincluding all lift involved.D.S.R. 15.60 |
| 18 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. DSR 2.25 |
| 19 | Providing & Fixing 12mm thick frameless toughfended Glass door shutter of approved brand and manufacture including providing & Fixing top & bottom pivot doubble acting hydrolic floor spring type fixing arrangement and making necessary holes for fixing required door fottings all complete as per requirement and direction of engineer in charge(door handle, lock and stopper etc to be paid seprately). DSR 21.18 |
| 20 | Providing and fixing of advertising pannel boath side visible with frame of size 50x50 mm grade SS 304 etc complete as per direction of E/I. |
| 21 | Providing and fixing of 8 mm thick poly carbonate sheet as per direction of E/I. Please Enable Macros to View BoQ information |
