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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and for all lift, disposed earth to be levelled and neatly dressed. |
| 2 | All kinds of soil |
| 3 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (2.1) All kinds of soil. |
| 4 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 7 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Providing and laying in position ready mixed plain cement concrete, 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 continuous 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 and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 : 1) Excess/less cement used than specified in this item is payable/recoverable separately4.1) All works upto plinth level : |
| 9 | M-10 grade plain cement concrete (cement content considere @ 220 kg/cum) |
| 10 | Concrete of M25 grade with minimum cement content of 300 kg /cum |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 14 | Thermo-Mechanically Treated bars. |
| 15 | 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. All works upto plinth level |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 19 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. 9.1) Granite of any colour and shade |
| 20 | Area of slab over 0.50 sqm |
| 21 | 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. |
| 22 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 23 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush. |
| 24 | Red sand stone |
| 25 | 12 mm cement plaster of mix : |
| 26 | 1:6 (1 cement: 6 fine sand) |
| 27 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 28 | 1:6 (1 cement: 6 fine sand) |
| 29 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: |
| 30 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 31 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade |
| 32 | One or more coats on old work. |
| 33 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 34 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 35 | 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. |
| 36 | In cement mortar |
| 37 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, bunloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved |
| 38 | 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 39 | 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 Engineerin-Charge. |
| 40 | 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 |
| 41 | Laying old cement cocrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 42 | 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) |
| 43 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer’s specifications & direction of Engineer in-Charge. |
| 44 | 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. |
| 45 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 46 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 47 | 450 mm dia. R.C.C. pipe |
| 48 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality27.1) H D - 20 |
| 49 | Circular shape 560 mm internal diameter |
| 50 | EHD - 35 27.2.1) Circular shape 560 mm internal dia. |
| 51 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : |
| 52 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5external surface shall be paid for separately) : |
| 53 | Less cost index @ 0.09% on DSR item |
| 54 | Modified estimated cost after using correction factor on DSR 2023 on account of GST @0.973 |
| 55 | Providing and Fixing double walled corrugated Non Pressure PP/PE Pipe of SN-8 grade (Nominal Ring stiffeners) for bell mouth including trenching, refixing complete as per direction of Engineer-in-Charge. |
| 56 | Providing and laying cement concrete (M30 grade) tactile tile such as directional, warning or hazardous (for vision impaired persons as per standards) of size 300x300x60 mm {60 mm base + (5mm ± 0.5mm) thick raised portion} of approved make in all colours (preferably yellow) and shades for footpath aid in required colour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer's specifications & direction of Engineer- in-Charge (The thickness of wearing layer should not be less than 8mm) and as per harmonized guidelines and space standards for barrier free built environments for persons with disability and elderly persons. |
| 57 | Providing & Fixing Precast M-30 Grade RCC bollards of 150 mm dia and 950 mm height having 4 nos of 8 mm vertical and 4 nos 6 mm dia rings of TMT bars, vibro compacted and fibre moulded group as per approved design and embedded 250 mm cement concrete 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) i/c excavation of size 250x250x300mm deep for the same in bitumen/concrete pavement at specified spacing. |
| 58 | Credit for dismantled steel Please Enable Macros to View BoQ information |
