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| 1 | Demolishing cement concretemanually/ bymechanicalmeans includingdisposalofmaterialwithin 50metresleadasper direction of Engineer - in - charge._Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m._Ordinary rock |
| 3 | Fillingavailableexcavatedearth (excludingrock)intrenches,plinth.sidesof foundationsetc.inlayersnotexceeding 20cmindepth,consolidatingeach deposited layer by ramming and watering, lead up to 50 m and for all lift |
| 4 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level :_1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:_Foundations, footings, bases for columns |
| 6 | Reinforced cement concrete work in beams, suspended foors, roofshavingslopeupto 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) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for_Lintels, beams, plinth beams, grinders, bressumers and cantilevers |
| 8 | Column, Pillars, Piers, Abutments, Posts and Struts |
| 9 | Steel 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. |
| 10 | Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately)._Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble._Area of slab over 0.50 sqm |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth levelup to floor V level in all shapes and sizes in :_Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 12 | 12 mm cement plaster of mix :_1:4 (1 cement: 4 coarse sand) |
| 13 | 15 mm cement plaster on rough side of single or half brick wall of mix:_1:4 (1 cement: 4 coarse sand) |
| 14 | 6 mm cement plaster on rough side of single or half brick wall of mix:_1:3 (1 cement: 3 fine sand) |
| 15 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:_New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 16 | Add for revised GST @18% in place of 12% ie 6.33% on 224401 |
