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| 1 | 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. |
| 2 | 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.In cement mortar |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5mt., direction by engineer-in-charge. The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detecting machine before start of excavetion and shall start of excavetion and shall start excavation only after getting permission of Engineer -in Charge . |
| 4 | Extra rates for quantities of works,executed:In or under foul position,including pumping out water as required 25% |
| 5 | 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 leads including all lifts involved. |
| 6 | Dewatring Pump 10 HP at site on hire bases Including cost of diesel and driver etc complete in all respect as per direction of engineer-in charge. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :- 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 8 | Providing and laying in position ready mixed M-25 grade concrete for reinforced concrete work , using cement content as per approved design mix , manufactured in fully automatic batching plant and transported to site of work in transit mixer for a leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately ),All works upto plinth level. |
| 9 | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. |
| 10 | 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. |
| 11 | Centring and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. |
| 12 | Centring and shuttering including strutting, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.propping etc. and removal of form for : |
| 13 | Centring and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform. |
| 14 | U-PVC Pipes ( working pressure 4 kg/cm sqm ) Single Soketed pipe 110 mm dia , as per direction of engineer-in charge. |
| 15 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 16 | Supply of JCB (3D) Complete at site on hire bases Including cost of diesel and driver etc complete in all respect as per direction of engineer-in charge. |
| 17 | Supply of Tractor with trolly Complete at site on hire bases Including cost of diesel and driver etc complete in all respect as per direction of engineer-in charge. |
| 18 | Suppaly of Labour Complete at site on etc in all respect as per direction of engineer-in charge. |
| 19 | Fabrication & Manufacturing of Prestressed hollow core slab (Hollow area 25 to 30%) of different thickness & modular width 1200mm in controlled factory environment with approved methodology confiriming to IS 10297:1982 by using long line casting method having arrangment 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 drawing & design mix as per the direction of the Engineer-In-Charge.(Cost of strands should be paid seperately)Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately) including steel & transport charge. |
| 20 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Please Enable Macros to View BoQ information |
