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| 1 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables, etc. (not exceeding 1.5m 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 1.5m including getting out excavated earth and disposal of surplus excavated earth as directed lead upto 1mtr. from cutting edge. All kinds of soil. |
| 2 | Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: 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 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 20mm nominal size) with 20% boulders. |
| 4 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 5 | Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:A) 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level A) Cold twisted bars. |
| 7 | Centering and shuttering including strutting, propping etc.and removal of form work for : |
| 8 | Foundation, footings, bases of columns etc. for mass concrete. |
| 9 | Suspended floors, roofs, landings, balconies and access platforms. |
| 10 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 11 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: A) 1:3:6 or richer mix (i/c equivalent design mix) |
| 12 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. A)Welded |
| 13 | Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :- |
| 14 | Sand for an average lead of 1.00 Km. by M.T. & 50 mtr. by H.L. |
| 15 | Stone aggregate below 40mm nominal size 1.00 Km. by M.T. & 50 mtr. by H.L. |
| 16 | Stone aggregateabove 40mm nominal size 1.00 Km. by M.T. & 50 mtr. by H.L. |
| 17 | Stone/boulders for an average lead of 1.00 Km. by M.T. & 50 mtr. by H.L. |
| 18 | Shifting of mulba for an average lead of 1.00 Km. by M.T. & 50 mtr. by H.L. Please Enable Macros to View BoQ information |
