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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas(exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed byEngineer-in-Charge. |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min 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 asdirected: |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation/bankingexcavated or stacked material :all kinds of soil |
| 4 | Providing and Laying Dry stone soling including all carriages complete job |
| 5 | Providing and laying in position cement concrete of specified grade including curing butexcluding 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) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks 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 andstruts 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 spiralstair 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 | 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. |
| 10 | Providing and Mixing water proofing material in Cement concrete works |
| 11 | Form work Centering and shuttering including strutting, propping etc. and removal of form for: Foundation |
| 12 | Walls |
| 13 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 14 | Suspended floors etc |
| 15 | Extra for shuttering in circular works Foundation |
| 16 | Walls |
| 17 | Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 18 | 12mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand) |
| 19 | Providing and fixing of MS flanged joints (12mm thick) to double flanged GI/DI pipes including cutting of pipes, welding charges, cutting of flanges, rubber gasket, bolts, nuts including testing of joint and all sorts of carriages. Complete Job.80 MM Dia |
| 20 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work):100 MM Dia Nominal Bore |
| 21 | 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. |
| 22 | Providing and Fixing of PGI Sheet strip at Construction Joint |
| 23 | Fabrication of Bends,Tees etc at site of required Degree and Angle including all carriages complete job( Any Dia as per requirement at site and as per the directions of engineer incharge) |
| 24 | Providing and fixing D.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately). Confirming to IS:14846 read with latest amendments.100 MM Dia |
| 25 | Carriage of materils by Mechnical transport from source upto the dumping site of work including loading , un-loading and stacking etc |
| 26 | Cement and steel avg. lead 10 Kms |
| 27 | Sand avg. lead 25 Kms |
| 28 | Stone Agg. 20 mm Avg lead. 10 Kms |
| 29 | Stone Agg. 40 mm Avg lead. 10 Kms |
| 30 | Carriage of materials by Manual labour from dumping site to actual site of work incl. stacking for an average lead of 100 Mtr. |
| 31 | Cement |
| 32 | Steel |
| 33 | sand / 20 mm Stone Agg. |
| 34 | Stone Agg. 40 mm Avg lead. 10 Kms Please Enable Macros to View BoQ information |
