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| 1 | 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: 2.8.2 Ordinary Rock of total volume of excavation. |
| 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: 2.8.4 Hard Rock (Blasting prohibited, total volume of excavation |
| 3 | Drilling of 45 mm dia. Holes for anchoring of 32 mm reinforcing bar welded with ISMC 200 channel in surface excavation. |
| 4 | 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete |
| 6 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. Welded (ISMC 200 Gauge Plate Channel) ( Unit weight = 22.10 Kg/m) |
| 7 | 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.( for Anchoring steel channel sections, weight per meterlength = 6.32 Kg/m) |
| 8 | Writing/ marking of levels on Gauge area |
| 9 | Cement grouting (1 cement:1 water) for 32 mm dia. Anchoring bar, Assuming 3 kg gropuit per anchor bar = 3x12 = 36 |
| 10 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade.13.70.1 Two or more coats on new work |
