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| 1 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 2 | Earth work in excavation by manual means 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 All kinds of soil |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 5 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 7 | 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) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size |
| 9 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 11 | Extra for shuttering in circular work 20% |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc. |
| 13 | Extra for shuttering in circular work 20% |
| 14 | Suspended floors, roofs, landings, balconies and access platforms |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 16 | Extra for shuttering in circular work 20% |
| 17 | Arches, domes, vaults upto 6 m span |
| 18 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 19 | CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 3 ( 1 cement : 3 fine sand) |
| 20 | Extra for shuttering in circular work |
| 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 22 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.2 Using flats 30x6mm for diagonal braces and central cross piece. |
| 23 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6mm for diagonal braces and central cross piece. |
| 24 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 25 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 26 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 27 | Providing and fixing of PGI sheet lump sump |
| 28 | 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. |
| 29 | Carriage of G.I/ HDPE pipes from Nearest Source to road site of work average distance 460 kms by M.T. |
| 30 | Carriage of G.I/HDPE pipes from road side to site of work by manual labor for an average distance of 01 Km. |
| 31 | Carriage of G.I pipes from road side to site of work by manual labor for an average distance of 1.50 Km. |
| 32 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 40 mm dia. nominal bore |
| 33 | 32 mm dia. nominal bore |
| 34 | 25 mm dia. nominal bore |
| 35 | 20 mm dia. nominal bore |
| 36 | 15 mm dia. nominal bore |
| 37 | Providing and fixing of HDPE Pipes complete with G.I fittings excluding trenching and refilling etc. HDPE 50 mm dia. nominal bore |
| 38 | 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. Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated Earth in layers not exceeding 20 cm in depth. Deduct for not watering the excavated earth for banking. |
| 39 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 40 | Carriage of stone from nearest source to site of work at an avg. Distance of 01 Km By Head Load |
| 41 | Carriage of stone from nearest source to site of work at an avg. Distance of 0.50 Km By Head Load |
| 42 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 62 Km by Mechanical Transport |
| 43 | Steel |
| 44 | Carriage of Sand from nearest source to road side of work for an avg. Disttance 03 Km by Mechanical Transport |
| 45 | Carriage of Agg. 20mm from nearest source to road side of work for an avg. Disttance 10 Km by Mechanical Transport |
| 46 | Agg. 40 mm |
| 47 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 03 Km by Head Load |
| 48 | Steel |
| 49 | Agg. 20mm |
| 50 | Agg. 40mm |
| 51 | Carriage of Cement from nearest source to road side of work for an avg. Disttance 01 Km by Head Load |
| 52 | Steel |
| 53 | Agg. 20mm |
| 54 | Agg. 40mm Please Enable Macros to View BoQ information |
