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| 1 | Carriage of G.I pipes from nearest Market to road site of work average distance 280 kms by M.T. |
| 2 | Carriage of G.I pipes from road side to site of work by manual labor for an average distance of 04 Km. |
| 3 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 150 mm dia. nominal bore |
| 4 | Welding including transportation of plant at site electric plant at spots |
| 5 | Providing and laying in-situ concrete lining using M-10 nominal mixconcrete (max. size of aggregates: 20mm nominal).25.7.1 In beds |
| 6 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone |
| 8 | 20mm cement plaster finished with a floating coat of neat cement of mix :13.9.1 1 : 3 ( 1 cement : 3 fine sand) |
| 9 | Carriage of stone from nearest source to site of work at an avg. Distance of 01 Km By Head Load |
| 10 | 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 earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil |
| 11 | 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 |
| 12 | 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) |
| 13 | 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) |
| 14 | 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) |
| 15 | 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 |
| 16 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms |
| 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 | 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. |
| 21 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 12 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 |
| 22 | Carriage of sand from Nearest source to road side for an av. Distance of 10 km by M.T |
| 23 | Carriage of sand from Nearest source to road side for an av. Distance of 03 km by H.L |
| 24 | Carriage of 20mm Agg. from Nearest source to road side for an av. Distance of 10 km by M.T |
| 25 | 40mm Agg. |
| 26 | Carriage of 20mm Agg. from Nearest source to road side for an av. Distance of 03 km by H.L |
| 27 | Carriage of Cement from Nearest source to road side for an av. Distance of 45 km by M.T |
| 28 | Steel |
| 29 | Carriage of Cement from Nearest source to road side for an av. Distance of 03 km by H.L |
| 30 | Carriage of Cement from road side t site of work for an avg. distance 05 Km by Head Load |
| 31 | Steel |
| 32 | Agg. 20mm |
| 33 | Agg. 40mm Please Enable Macros to View BoQ information |
