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| 1 | 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) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) DSR 18/I.No. 4.1.8/P- |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand AOR 6.1.1 |
| 5 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222) |
| 6 | Neat cement punning. |
| 7 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement 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 all 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 |
| 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 Fo_500D or more. Iten No.-5.22.6 |
| 9 | Centring and shuttering including strutting, propping etc. and removal of form work for. Foundation, footings, bases of Columns etc for mass concrete. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access, platform DSR 18/I.No. 5.9.3/P- |
| 11 | Providing and placing in position 100 mm thick factory mademachine batched & machine mixed Precast RCC RectangularCovers on drains of footpath of various sizes, of M-25 gradecement concrete for RCC work,including cost of centering,shuttering,reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/con both ways , neat cement punning on finished surface,properly encased on all edges with 1.6 mm thick, 100 mm wideMS sheet duly painted over priming coat ,reinforcement to bewelded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etci/c cost of cartage, all leads & lift, handling at site etc. allcomplete as per direction of Engineer-in-Charge. |
| 12 | 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 loads including all lifts involved. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR-18/I.No. 5.9.5 |
| 14 | Providing & Laying in position cement concrete of specefied grade excluding the cost of centring and shuttering - All work upto plinth level -1:2:4 (1cement : 2 C-sand : 4 graded stone agg. 20MM N.S.) (DSR 16 I.No. 4.1.3 P-85) Please Enable Macros to View BoQ information |
