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| 1 | (A) Scheduled Items (Based on DSR-2021) |
| 2 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 3 | 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 upto 50 m and lift up to 1.5 m. |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 6 | 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. 1 : 1.5 : 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | 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 five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 8 | 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 five level excluding the cost of centering, shuttering, finishing and reinforcement with 1 : 1.5 : 3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 9 | Centering and shuttering including strutting, propping, etc. and removal of form for all height:Foundations, footings, bases of columns, etc. for mass concrete. |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 12 | Reinforcement for R.C.C. work including straightening,cutting,bending,placing in position and binding all complete upto plinth level:- Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 13 | Reinforcement for R.C.C. work including straightening,cutting,bending,placing in position and binding all complete above plinth level:- Thermo-Mechanically Treated bars of grade Fe-500 D or more. |
| 14 | Brickwork with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in-cement mortar 1:4 (1 cement:4 coarse sand). |
| 15 | Brickwork with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floorVlevel in all shapes & sizes in :cement mortar 1:4 ( 1 cement: 4 coarse sand). |
| 16 | Providing and fixing 18 mm thick gang saw cut mirror polished premoulded and prepolishedmachine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1 : 4 (1 cement : 4 coarse sand) joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edgeS to give high gloss finish etc. complete at all levels. Granite stone slab colour black, Cherry/Ruby redArea of slab over 0.50 sqmNote :- Rates for external plaster are for height up to 10m from ground level unless otherwise stated. |
| 17 | 12 mm cement plaster of mix:1 : 6 (1 cement : 6 coarse sand) |
| 18 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge:- Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). |
| 19 | 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.In cement mortar. |
| 20 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) :from brick work in cement mortar. |
| 21 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre,, as per direction of Engineer-in-charge |
| 22 | B - Non Scheduled Items |
| 23 | Providing & Installation of Galvanised steel door (size -3\" x7\") of TATA PRAVESH make with double lock and a eye viewer, powder coated with thermosetting polyurethane paint of thickness 60-65 micron and wooden finish & ball bearing hinges as per direction of engineer in charge or equivalent |
| 24 | Providing & Installation of Galvanised steel door (size -3\" x7\") of TATA PRAVESH make with double lock and a eye viewer, powder coated with thermosetting polyurethane paint of thickness 60-65 micron and wooden finish & ball bearing hinges as per direction of engineer in charge or equivalent |
