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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, 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. |
| 2 | (a)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 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | (a)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)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). |
| 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 : |
| 7 | (a)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) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form forSteel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 9 | (a) Columns, Pillars, Piers, Abutments, Posts and Struts |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 11 | (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 12 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 13 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: |
| 14 | (a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 16 | (a) Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 18 | (a)G I Pipes |
| 19 | Repairing of MS steel work gate of size 3.75x2.10m by removing it from its position, providing new GI pipe if required (new GI pipe will be paid seperately) in place of bent GI pipe, replacing the hinges and re-fixing it in its position having smooth opening and closing operations as per the direction of Engineer-in-charge. |
| 20 | Providing and laying UPVC pipes conforming to IS : 13592 Type B of Prince, Finolex, Astral or as approved for drainage/sanitary pipes below ground or on wall, with all type of fittings like tee, elbo, bend, cowl . |
| 21 | (a) 200 mm diameter |
| 22 | 12 mm cement plaster of mix : |
| 23 | (a)1:6 (1 cement: 6 fine sand) |
| 24 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 25 | (a) 1:6 (1 cement: 6 fine sand) |
| 26 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :necessary screws etc. complete. |
| 27 | (a)Two or more coats on new work |
| 28 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 29 | (a)Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface |
| 30 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge.Providing and fixing ISI marked aluminium door latch with screws etc. complete : |
| 31 | (a) With cement mortar 1:4 (1 cement : 4 fine sand) |
| 32 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 33 | (a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 34 | (b) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 35 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 36 | 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. |
| 37 | (a) In cement mortar |
| 38 | Dismantling steel work in welded sections including cutting of members if required, dismembering and stacking within 50 metres lead in: |
| 39 | (a) Channels, angles, tees and flats |
| 40 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. |
| 41 | Credit for taking over the material on as is where it is basis |
| 42 | (a)MS steelwork |
| 43 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. |
