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| 1 | Taking out existing CC interlocking paver blocks from footpath/central verge, including removal of rubbish etc., disposal of unservicealbe material of the dumping gound, for which pavement shall be made separately and stacking of serviceable material within 50metre lead as per direction of Engineer-in-charge. |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil. |
| 4 | Construction of granular sub-base by providing close graded Material ,spreading in uniform layers with motor grader on prepered surface, mixing by mix in place method with front end loader at OMC ,and compacting with vibratory roller to achieve the desired,complets as per clause 401. |
| 5 | Laying old cement concrete interlocking paver blocks of any design /shape laid in required line, ldevel, curvature, colour and pattern over and including 50mm thck compacted bed of coarse sand, filling the joints wikth fine sand etc. all complete as per the direction of Engineer-in-charge. (Old C.C. paver blocks shall be supplied by the department free of Cost.) |
| 6 | Providing and laying factory made chamfered edge Cement Concrete paver blocks 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. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern0 mm thi |
| 7 | Disposal of building Rubbish/ malba/ Similar unserviceable, dismantled or weste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50m initial lead, for all leads including all lifts involved. |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 9 | 12 mm cement plaster of mix : 1:4 (1 Cement : 4 Coarse sand) |
| 10 | Neat cement punning. |
| 11 | Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. Note : Excess/ less cement over the specified cement content used as per design mix is payable / recoverable separately . 150 mm thick hollow core slab. |
| 12 | Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in-Charge but excluding the cost of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor. Prestressed hollow core Slab up to 200 mm thickness. Please Enable Macros to View BoQ information |
