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| 1 | Demolishing cement concrete Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) manually / by mechanical means including disposal of materials within 50 metres as per direction of Engr -in- Charge |
| 2 | Material & labour for plain cement concrete 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) for foundation filling or mass concreting complete all as specified and as directed by Engr-in-Charge |
| 3 | Dismantling old plaster, skirting raking, and dado of wall tiles out joints and cleaning the surface for plaster from brick walls or concrete surfaces including disposal of rubbish to the dumping ground within 50 metres lead. |
| 4 | Material & labour for laying Chequered precast cement concrete tiles 22mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles dark shade pigment using ordinary cement, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) complete all specified and as directed by Engr-in-Charge |
| 5 | Material & labour for laying Machine pressed precast concrete interlocking paver block rubber moulded any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade complete all specified and as directed by Engr-in-Charge |
| 6 | Supply and spreading fine aggregate(sand) for filling under interlocking paver blocks complete all as specified and directed. |
| 7 | Material & labour for laying Heavy duty floor tiles (outdoor) 10mm thick set jointed with grey cement and pigments and pointed in neat cement slurry in floors including 15 mm thick screed bed in Cement Mortar 1:4 complete all specified and as directed by Engr-in-Charge |
| 8 | Material & labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all specified and as directed by Engr-in-Charge |
| 9 | Material and labour for preparation of old surfaces of concrete any description and applying two coats of synthetic enamel paint complete all specified and as directed by Engr-in-Charge. |
| 10 | Supply and fixing 300 mm dia reinforced concrete pipes, class NP-2 laid and jointed with collars complete all specified and as directed by Engr-in-Charge |
| 11 | Demolishing brick work (in cement mortar) 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. |
| 12 | Material & labour for Brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 7.5 in superstructure above plinth level up to floor V level in cement mortar 1:6 (1 cement : 6 coarse sand) complete all specified and as directed by Engr-in-Charge |
| 13 | Material & labour Rendering 15mm thick in fair faces of brick work or concrete surfaces in CM 1:4 finished even and smooth in fine sand complete all as specified. |
| 14 | Material & labour for preparation of newly plastered surfaces of walls and applying two coats of cement base paint complete all as specified and directed. |
| 15 | Demolition of reinforced cement concrete in any description, any thickness all as specified and directed by Engr-in-Charge. |
| 16 | Material & labour for Reinforced cement concrete (nominal mix) type B1 1:2:4 (20mm graded aggregate) in slabs supported on walls, beams & columns etc complete all as specified and directed by Engr-in-Charge. |
| 17 | Material & labour for mild steel TMT bars of 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by the Engineer-in-Charge Please Enable Macros to View BoQ information |
