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| 1 | Demolishing brick/laterite 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 |
| 2 | In cement mortar |
| 3 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured): In cement mortar |
| 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 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 7 | Foundations, footings, bases for columns |
| 8 | 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. |
| 9 | Laterite masonry work using best locally available laterite stones in cement mortar 1:6 (1 cement : 6 coarse sand), neatly pointing the stone masonry joints including necessary scaffolding etc. complete |
| 10 | For compound wall |
| 11 | Laterite masonry work using available dismantled laterite stones in cement mortar 1:6 (1 cement : 6 coarse sand) including dressing the stones to required shape and finish including necessary scaffolding etc. complete |
| 12 | For compound wall |
| 13 | 15 mm cement plaster on rough side of single or half brick wall of mix: |
| 14 | 1:6 (1 cement: 6 coarse sand) |
| 15 | Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge |
| 16 | 25 mm average thickness |
| 17 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect. a) SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 18 | Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. |
| 19 | 25 mm average thickness in 2 layers. |
| 20 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 21 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on cement paint surface). Please Enable Macros to View BoQ information |
