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| 1 | DSR 2023 (Civil) Items Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 2 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 4 | All works upto plinth level : |
| 5 | Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 6 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 7 | 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 : |
| 8 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 11 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 12 | All works upto plinth level |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 15 | Cement mortar 1:4(1 cement :4 coarse sand) |
| 16 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : |
| 17 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 18 | Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel sections (Karries or battens or structural steel sections to be paid separately), including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand ) complete : |
| 19 | Red sand stone slab |
| 20 | 40 to 50 mm thick |
| 21 | 12 mm cement plaster of mix : |
| 22 | 1:4 (1 cement: 4 coarse sand) |
| 23 | Neat cement punning. |
| 24 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 25 | Two or more coats on new work |
| 26 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 27 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 28 | 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. |
| 29 | 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. |
| 30 | In cement mortar |
| 31 | 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.NOTE: Payment will be made as per weight slip issued by authorised MCD dumping ground after dumping of malba. Processing fees at prescribed rate of authorised MCD dumping ground will be submitted by the agency & shall be reimbursed by the department on production of receipt in original. |
| 32 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 33 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 34 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 35 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern laid over 20mm thick compacted bed of cement mortar 1:4 (1 cement : 4 coarse sand), filling the joints with fine sand etc. all complete as per direction of Engineer-in-Charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 36 | Laying at or near ground level old kerb stones of all types in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints, except at sharp curve, shall not be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment). (Old kerb stones shall be supplied by the department free of cost) |
| 37 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having water absorption less than 0.5% and conforming to IS: 15622, of approved make in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. |
| 38 | Providing and laying factory made chamfered edge Cement Concrete interlocking paver blocks in footpath, parks, lawns etc. of required strength, thickness & size/ shape, made by block making machine with strong vibratory method, laid in required colour & pattern over 20mm thick compacted bed of cement mortar 1:4 (1 cement : 4 coarse sand), filling the joints with fine sand etc. all complete as per direction of Engineer-in-Charge. |
| 39 | 60mm thick cement concrete paver block of M-30 grade with approved colour, design & pattern. |
| 40 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality (Including taking out of Damaged RCC manhole cover with frame etc. complete as per direction of Engineer-in-charge.) |
| 41 | H D - 20 |
| 42 | Circular shape 560 mm internal diameter |
| 43 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973 |
| 44 | Deduct for Cost Index on DSR 2023 Items @ 0.09% below |
| 45 | Providing and fixing Precast factory made cement concrete 300x300x60mm thick M-30 Grade (yellow) tactile for visually challenged person on footpath and laid in required line, level, curvature, colour and pattern over and including 20mm thick compacted bed of cement mortar 1:4 (1 cement : 4 coarse sand), filling the joints with fine sand etc. all complete as per direction of Engineer-in-Charge. |
| 46 | Credit for dismantled steel reinforcement/railing / all steel works to be taken by contractor (dismantled steel reinforcement/railing / all steel will be property of Contractor) |
| 47 | Credit for dismantled brick work to be taken by Contractor. (Dismantled brick work will be property of Contractor). Please Enable Macros to View BoQ information |
