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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil |
| 2 | Centering and shuttering including strutting, propping etc. and removalof form work for :Foundations, footings, bases for columns |
| 3 | Centering and shuttering including strutting, propping etc. and removalof form work for :Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets,kerbs and steps etc. |
| 4 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :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 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40 mm nominal size) in pavements, laid to required slopeand camber in panels as required including consolidation finishingand tamping complete. |
| 6 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:2:4 (1 cement : 2 coarse sand (zone-III) derived fromnatural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 8 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceablematerial to the dumping ground, for which payment shall be madeseparately and stacking of serviceable material within 50 metre leadas per direction of Engineer-in-Charge. |
| 9 | Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern overand including 50 mm thick compacted bed of coarse sand, filling thejoints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the departmentfree of cost). |
| 10 | Providing and laying factory made chamfered edge Cement Concrete paver blocks (80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.) in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. |
| 11 | Providing and laying vitrified floor tiles of size 800mm x 800mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 12 | Providing and laying vitrified floor tiles of size 600mm x 600mm (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 13 | Demolishing cement concrete (Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. |
| 14 | Demolishing cement concrete (Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. |
| 15 | Dismantling tile work (for thickness of tiles 10 mm to 25 mm) in floors and roofs laid in cement mortar includingstacking material within 50 metres lead Please Enable Macros to View BoQ information |
