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| 1 | 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 : |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level.1:5:10 (1 cement: 5 coarse sand :10 graded stone aggregate 40mm nominal size) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed |
| 4 | Providing and laying Reinforced Cement Concrete 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) in suspended floors, balconies, landings and staircase having upto 15° slope. excluding cost of centering and shuttering , all work upto floor V level |
| 5 | Reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete .Cold Twisted Bar |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone |
| 7 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 8 | 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 |
| 9 | Stone filling hand packed in horizontal level including the cost of the stone |
| 10 | Hand-packing stones in wire-crates including the cost of stones & including the cost of crates, ( all Complete Job) NSI) |
| 11 | 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-3 Class ( Medium duty ) R.C.C. Pipes )1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) complete job |
| 12 | Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete |
| 13 | Foundations, footings, bases for columns |
| 14 | Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs and steps etc. |
| 15 | Suspended floors, roofs, landings, balconies and access platforms |
| 16 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 17 | 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.(i) Single socketed pipes 75 mm diametre |
| 18 | Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. |
| 19 | Sand for an average distance of 150 kms by M.T |
| 20 | Stone aggregate below 40 mm nominal size for an average distance 50 kms by M.T |
| 21 | Stone for an average distance of 05 Km by M.T Please Enable Macros to View BoQ information |
