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| 1 | Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Wet |
| 2 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 4 | 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 meter lead as per direction of Engineer-in-Charge. |
| 5 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 6 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 8 | Supplying and filling of RBM by mechanical transport also including ramming and watering in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 9 | Providing and laying in position cement concrete 1 cement :5 fine sand :10 graded crushed stone aggregates 20mm size excluding the cost of centring and shuttering- all works upto plinth level. |
| 10 | Providing and laying in position cement concrete 1 cement:3 fine sand:6 graded crushed stone aggregates 20mm size excluding the cost of centring and shuttering- all works upto plinth level. |
| 11 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete. |
| 12 | Providing and laying in position 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level |
| 13 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 15 | Laying old cement concrete 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 Engineer-in- charge. |
| 16 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge. |
| 17 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colou r& pattern over 50mm thick compacted bed of 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 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. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 18 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, 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 50mm thick compacted bed of 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 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. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. |
| 19 | Centring and shuttering including strutting, propping etc and removal of the form work Foundations, footings, bases of columns etc. for mass concrete. |
| 20 | Centring and shuttering including strutting, propping etc and removal of the formwork. Suspended floors, roofs, landings, balconies and access platforms. |
| 21 | Edges of slabs and breaks in floors and walls, Under 20 cm wide |
| 22 | Centring and shuttering including strutting, propping etc and removal of the formwork . Edges of slabs and breaks in floors and walls, Above 20 cm wide |
| 23 | Engaging of JCB for clearance of malba, removing undulations and levelling of road surface, etc. |
| 24 | Engaging of labour as per the requirement at site. |
| 25 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 450 mm dia. R.C.C. pipe |
| 26 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes (150 mm diametre) |
| 27 | 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 28 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 29 | Extra for brick work with common burnt clay bricks/ cement concrete bricks in superstructure above plinth level upto floor five level |
| 30 | CEMENT PLASTER (IN FINE SAND) 12mm Cement plaster of mix 1 : 4 ( 1 cement : 4 fine sand) |
| 31 | Cement plaster on the brick wall of mix: 1 : 6 ( 1 cement : 6 fine sand) 12mm thick |
| 32 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 33 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 34 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 35 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 36 | Providing and laying Polished 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.Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 37 | Stone tile work for wall lining upto 10m height with special adhesive like araldite or equivalent over 12mm thick bed of cement mortar 1: 3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edges) Granite stone of any colour and shade. |
| 38 | Engraving letters in hard stone. |
| 39 | Installation/fixing of engraving letters on Marble plate having size (2'-6\\" x 1'-6\\") for inauguration at site with complete Job (As per LMR) to be paid actual at site for execution |
| 40 | Providing & Laying WBM Grade - II with specified stone agg. & binding material including Screaning, sorting. spreading to template & consolidation with power road roller of minimum 8 ton capacity. Base course with 63mm to 45mm size including stone screaning 13.20mm size |
| 41 | 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 mechanical mix plant, carriage of mixed material by tipper to site, 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 achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 42 | Providing & applying tack coat using hot striaght run Bitumen of grade VG-30 including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface as per specification on W.B.M surface @ 0.50 kg/sqm. |
| 43 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped 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 specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity (including all leads, lifts and carriage complete). |
| 44 | Providing & applying tack coat using hot striaght run Bitumen of grade VG-30 including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface as per specification on bitumen surface @ 0.50 kg/sqm. |
| 45 | Providing and laying semi- dense Bituminous concrete using crushedmstone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped 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. 25 mm 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 Drum Type Hot Mix Plant of 60-90 TPH capacity. (including all leads, lifts and carriage complete). |
| 46 | Carriage of construction material for 10 km lead Sand and stone aggregates below 40mm size |
| 47 | Carriage of construction material for 10 km lead Sand/ Stone aggregates Upto 100 mtr by manual labour |
| 48 | Carriage of construction material for 10 km lead Sand/ Stone aggregates Upto 50 mtr by manual labour |
| 49 | Carriage of construction material for 10 km lead Bricks |
| 50 | Carriage of construction material for 15 km lead Sand & Stone Agg. MT |
| 51 | Carriage of construction material for 15 km lead Stone aggregate above 40mm siz by mechanical transport |
| 52 | Carriage of construction material for 15 km lead Carriage of Bricks by mechanical transport |
| 53 | Carriage of construction material for 02 km lead Disposal of malba / unserviceable material Please Enable Macros to View BoQ information |
