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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 4 | 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 laying of concrete at site, 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. |
| 5 | All works upto plinth level : |
| 6 | Concrete of M10 grade with minimum cement content of 220 kg /cumNote:- Cement content considered in this item is minimum @220 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 220 kg/cum |
| 7 | Concrete of M25 grade with minimum cement content of 300 kg /cumNote:- Cement content considered in this item is minimum @300 kg/cum. Nothing extra shall be payable on account of design mix specifiy more than @ 300 kg/cum |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 11 | Suspended floors, roofs, landings, balconies and access platform |
| 12 | Edges of slabs and breaks in floors and walls |
| 13 | Above 20 cm wide |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | 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 laying of concrete at site, 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. |
| 17 | All works upto plinth level |
| 18 | Concrete of M50 grade with minimum cement content of 410 kg/cumNote - Minimum cement content considered in this item is 410 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 410 kg/cum.The design mix specifying cement content less than 410 kg/cum shall not be acceptable. |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 20 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 21 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 22 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 23 | 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. |
| 24 | 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. |
| 25 | In cement mortar |
| 26 | 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. |
| 27 | Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. |
| 28 | With medium setting bitumen emulsion |
| 29 | On W.B.M / W.M.M. @ 0.4kg/sqm |
| 30 | On bituminous surface @ 0.25kg/sqm |
| 31 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. |
| 32 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 33 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. |
| 34 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. |
| 35 | 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 5 mm), 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). |
| 36 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge. |
| 37 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 38 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 39 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 40 | 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. |
| 41 | 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. |
| 42 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) filling the joint with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. |
| 43 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 44 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 45 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality |
| 46 | EHD - 35 |
| 47 | Circular shape 560 mm internal dia |
| 48 | Credit for taking away surplus excavated local earth available at site, including making arrangement for loading, unloading and transportation for all leads and lift complete as per direction of Engineer-in-Charge.Note:- Available surplus excavated earth shall be removed immediately within five days from the site, any delay in removal may lead to recovery @ Rs. 20/-per cum per day from the date after its occurance. |
| 49 | Modified Estimated Cost after using Correction factor on DSR 2023 on account of GST @ 0.973. |
| 50 | Less Cost Index @ 0.09% (On DSR Item) |
| 51 | Horticulture Schedule |
| 52 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 53 | Beyond 30 cm girth upto and including 60 cm girth |
| 54 | Beyond 60 cm girth up to and including 120 cm girth |
| 55 | Beyond 120 cm girth up to and including 240 cm girth |
| 56 | Above 240 cm girth |
| 57 | Transplantation of trees with in a distance of 2 km including excavation around existing tree, pruning of branches, lifting, loading andtransportation of existing tree, digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials from old existing and new sites to designated place. Each tree should be firmly secured to the stake so as to prevent excessive movement, flooding with water, treatment of roots, rope and gunny bags as per direction of the officer incharge. T&P and all required materials shall be arranged by the contractor and nothing extra shall be paid on this account.(a) Girth of tree shall be measured at a height of 1m above ground level. |
| 58 | Girth of trees upto 50 cm. |
| 59 | Girth of trees beyond 50 cm and upto 90 cm. |
| 60 | Girth of trees beyond 90 cm and upto 150 cm. |
| 61 | Girth of trees beyond 150 cm. |
| 62 | Non-Schedule |
| 63 | Providing & fixing pre-fabricated precast solid open U shaped RCC drain, drain cover, box culvert, crash barrier, retaining wall, silt chamber etc. using wet-cast technology with self-compacting concrete of grade M-50 and thermo-mechanically treated (TMT) steel bars of grade Fe-550D including straightening, cutting, bending, placing in position and binding, all complete upto plinth level with provisions of shear keys, connecting loops, |
| 64 | The RCC precast drain along with drain cover taken together as an integrated system, shall be capable of carrying a wheel load of 5 Ton of vehicular load.The precast elements shall be manufactured in a controlled factory environment with approved methodology/technology having all facilities including automated steam curing, automated reinforcement cage making facility, NABL accredited in-house laboratory with all testing facilities etc. complete as per the directions of Engineer-in-Charge.The installation of RCC precast drain, drain cover, box culvert etc. shall be done in correct and final position with proper line, level and plumb at site after making all arrangements of requisite T&P e.g., cranes, push-pull jacks etc. for lifting, placing and alignment of elements within erection tolerance as per IS-15916:2020, as per approved shop drawings, complete as per direction of Engineer-in-Charge including cost of all material and all tools & machinery required for casting for all works up to plinth level complete as per the directions of Engineer-in-Charge.Note:- i). Minimum cement content considered in this item is 425 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 425 kg/cum. The design mix specifying cement content less than 425 kg/cum shall not be acceptable.ii). Minimum steel reinforcement considered in this item is 100 kg/cum and Nothing extra shall be paid on account of using extra steel reinforcement more than 100 kg/cum. The structural design specifying steel reinforcement less than 100 kg/cum shall not be acceptable. |
| 65 | The installation of RCC precast drain, drain cover, box culvert etc. shall be done in correct and final position with proper line, level and plumb at site after making all arrangements of requisite T&P e.g., cranes, push-pull jacks etc. for lifting, placing and alignment of elements within erection tolerance as per IS-15916:2020, as per approved shop drawings, complete as per direction of Engineer-in-Charge including cost of all material and all tools & machinery required for casting for all works up to plinth level complete as per the directions of Engineer-in-Charge.Note:- i). Minimum cement content considered in this item is 425 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 425 kg/cum. The design mix specifying cement content less than 425 kg/cum shall not be acceptable.ii). Minimum steel reinforcement considered in this item is 100 kg/cum and Nothing extra shall be paid on account of using extra steel reinforcement more than 100 kg/cum. The structural design specifying steel reinforcement less than 100 kg/cum shall not be acceptable. |
| 66 | Note:- i). Minimum cement content considered in this item is 425 kg/cum. Nothing extra shall be paid on account of design mix specifying cement content more than 425 kg/cum. The design mix specifying cement content less than 425 kg/cum shall not be acceptable.ii). Minimum steel reinforcement considered in this item is 100 kg/cum and Nothing extra shall be paid on account of using extra steel reinforcement more than 100 kg/cum. The structural design specifying steel reinforcement less than 100 kg/cum shall not be acceptable. |
| 67 | Providing and laying factory made Tactile paver blocks (for vision impaired persons as per standard) in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) filling the joint with fine sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as per direction of Engineer-in-Charge. |
| 68 | 60mm thick Tactile paver block of M-35 grade with approved colour, design & pattern. |
| 69 | Providing and laying PVC Pipe of dia 250 mm with pressure capacity of 6 kg/sqcm conforming to IS:13592 of approved brand for Bell mouth and as per direction of Engineer-in-charge. |
| 70 | Credit for taking away dismantled/ unserviceable reinforcing bars, m.s. railings and other steel items/ members duly weighed in presence of representative of Engineer-in-charge all complete as per direction of Engineer-in-charge. |
| 71 | Credit for taking away unserviceable bricks of Engineer-in-charge all complete as per direction of Engineer-in-charge. |
| 72 | Credit for dismantled Kerb Stone works to be taken by contractor (Dismantled Kerb stone block will be property of Contractor) |
| 73 | Credit for dismantled CC Inter locking paver blocks from footpath works to be taken by contractor (Dismantled CC Inter locking paver blocks will be property of Contractor) |
| 74 | Credit for old RCC pipe of any dia including taking out by hydraulic/mechanical means, removing the old RCC pipe from site upto all leads & lifts (any serviceable material will be the property of contractor) all complete as per the direction of Engineer-in-Charge. |
| 75 | Providing and fixing factory made Cement Concrete pavement Kerb Channel of M-30 grade of required size, color and finish including setting in position in kerb channel to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement 5 coarse sand), having1 joint thickness not more than 5mm and including filling of joints with same cement mortar complete as per direction of Engineer-in-charge.Note:- For measurement purpose the volume of factory made cement concrete kerb channel shall only be considered. |
| 76 | Diverting drain water/effluent from existing drain by excavating trench/providing RCC pipes of required size/by pumping arrangements for the purpose of construction of new drain at the alignment of existing drain and refilling the trenches, if excavated, with available excavated materials, without clot, by mechanical/manual means in layers not exceeding 20 cm in depth, proper watering and leveling with proper compaction etc. all complete and as per direction of Engineer-in-Charge. The excavated material received from trenches for diversion drain shall be dumped on nearby available space and same will be used for refilling after fulfilling requirement of diversion. (Nothing extra will be paid on any account including size and capacity of diversion drain/lead and lift for excavation/excavated material, size of temporary drainage pipes, capacity of pumps deployed or for any other reason whatsoever). For the purpose of measurement, length of Existing drain portion whose water is to be diverted will be measured. |
| 77 | For existing drain width/dia (internal) up to 1 mtr. |
| 78 | For existing drain width/dia (internal) more than 1.00 mtr. Please Enable Macros to View BoQ information |
