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| 1 | 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 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.The contractor has to diffrent utilites 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. all kinds of soil. |
| 3 | Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material with in 50 metres lead as per direction of Engineer-in-charge : Bituminous road |
| 4 | Dismantling manually by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters leadas per direction of Engineer - in -charge Water bound macadam road ( DSR-18/ I.NO. 15.43.1 |
| 5 | 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. |
| 6 | 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) DSR 18/I.No. 15.2.1/P-248 |
| 7 | 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 |
| 8 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured) : From brick work in cement mortar DSR-18/ I.No: 15.8.3 |
| 9 | 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) (Brick available at site & free of cost) |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) DSR No. 6.1.1 |
| 11 | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222) |
| 12 | Neat cement punning ( DSR- 18/ I- 13.18 ) |
| 13 | 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. . DSR-18/I.No-15.60 |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 18/I.No.5.9.2 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs landing balconies and access platform DSR I.NO. 5.9.3 |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) DAR Code:4.1.3 |
| 18 | Providing and laying in position redy 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 finishng and reinforcement including cost of admixtres 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 @ 330kg/cum Excess/less cement used as per design mix is payable / recoverablle separately ) all works upto plinth level |
| 19 | Extra for Providing Richer mixer at all floor levels Note: Excess/less cement over the specified cement content used is payable/recoverable separately Providing m-30 grade concrete instead of m-25 grade BMC/RMC ( Note:- Cement content considered in M-30 is @340 kg/cum). |
| 20 | 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.5.22.3/P-99 |
| 21 | Dewatering pump 10 HP SOR CH-20 Item no. 109 Please Enable Macros to View BoQ information |
