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| 1 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead as per direction of Engineer –in – charge (a) 1:4:8 or Leaner Mix |
| 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 | Providing and laying factory made precast concrete solid block of 200 mm thickness of grade M-10 made of C&D waste from approved manufacturer in foundation & plinth in: (a)Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement Mortar 1:6 (1 cement : 6 coarse sand): |
| 5 | 12 mm cement plaster of mix (a) 1:6 (1 cement : 6 coarse sand) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level.(a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. (b)1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 8 | Providing and Laying 25mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) on the top of S.W. drain walls including centering and shuttering etc. complete. |
| 9 | Neat cement punning. |
| 10 | Supply of soil (Dry) by mechanical transport i/c excavation, loading, unloading and banking the same in layers not exceeding 20 cm in depth, breaking clods watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks, guide banks , filling up ground depressions with 10 Km. lead and lift upto 1.5m : All Kind of soil.(supply has to be taken from nearest IL&FS plant) * Rolling by means of compactor (Where 8 tonnes roller can not be used) to achieve the required DBD shall also be the part of the item complete as per the direction of Engineer-In-charge. |
| 11 | Supplying and filling with building rubbish/ malba by mechanical transport i/c unloading & banking the same in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tone roller or wooden or steel rammers, and rolling every 3rd and top most layer with power roller of minimum 8 tonne and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions all lift upto 1.5m: |
| 12 | Providing and laying in position ready mixed M-10 plain cement concrete, (With 20MM Nominal Size Stone agg.) with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having ontinuous agitated mixer,manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, finishing, curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability; excluding the cost of centering & shuttering; complete as per direction of the Engineer - in - charge. works up to plinth level (cement content considered @ 220kg/cum |
| 13 | Providing and laying 100mm thick factory made cement concrete interlocking paver block of M-30 grade by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-Charge. |
| 14 | Deduct for not laying the concrete by using the pump, piping-work & accessories etc, as per direction of Engineer-in-charge |
| 15 | Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth. |
| 16 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement – All work up to plinth level 1:1:5:3 (1 cement : 1.50 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 17 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo Mechanically treated bars. |
| 18 | Providing and placing in position Red stone slab 20 mm thick (Un-dressed) over S.W drains including Loading, unloading, carriage and T&P etc complete as per direction of Engineer-in-charge |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for : (a) Foundations, footings, bases of columns, etc. for mass concrete. |
| 20 | Correction factor on existing items of the DSR-2023 i.e. 0.973 (Or Less 2.7%) |
| 21 | Add Cost Index @ 3% on DSR 2023 |
| 22 | Add 3% Maintenance Charges Please Enable Macros to View BoQ information |
