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| 1 | Earth work in excavation of foundation of structure as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per clause 304 of MORT&H specification 15.1.1.1 |
| 2 | PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically by vibration including curing for 14 days as per clause 2100 of MORT&H specification 15.5 |
| 3 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing, and reinforcement- all work up to plinth level:(i) 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size)6.14.1 |
| 4 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps:(i) Suspended floors, roofs, landling, balconies and access platform.6.29.2 (Through rate) |
| 5 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level6.33.1 |
| 6 | 12 mm cement plaster on rough side of single or half brick wall of mix. 1:4 11.5.3 |
| 7 | Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in:(i) Cement mortar 1:4 (1Cement :4 coarse sand )7.21.1 |
| 8 | Providing and laying of flat brick or tile flooring with bricks of class designation 7.5 laid dry over a bed of 6 mm thick cement sand mortar 1:6 grouted with cement sand mortar 1:4 and top surface to be left clean after wire brushing.10.35.2 |
| 9 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge:4.6 |
