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| 1 | 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | 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 up to 50 and for all lif. |
| 4 | Providingandlayinginpositioncementconcreteof specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:2:4 (1cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | 1:4:8 (1Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete,excludingthecostofcentering,shuttering,finishingand reinforcement - All work up to plinth level : |
| 8 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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). |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 11 | Foundations,footings,basesof columns,etc.formass concrete |
| 12 | Walls (anythickness)includingattachedpilasters, butteresses, plinth and string courses etc. |
| 13 | Suspended floors,roofs,landings,balconies and access platform |
| 14 | Steelreinforcement forR.C.C.workincludingstraightening,cutting, bending, placing in position and binding all complete above plinth level. |
| 15 | Thermo-Mechanically Treatedbars of gradeFe-500D or more. |
| 16 | Cement concrete flooring 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 17 | 40 mm thick with 20 mm nominal size stone aggregate |
| 18 | 12 mm cement plaster of mix: |
| 19 | 1:4(1 cement: 4 fine sand) |
| 20 | 6 mm cement plaster of mix: |
| 21 | 1:3(1 cement :3 fine sand) |
| 22 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 23 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 24 | Providing and fixing PVC pipe weep holes at 1.0 m spacing in both horizontal and vertical directions in zig-zag alignment or as per the direction of Engineer-in-Charge |
| 25 | 50 mm diameter PVC pipe,Conforming to IS:4985 Class 3 (3 kg/cm² pressure rating), with wall thickness not less than 2.2 mm. |
