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| 1 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. DSR 11.5 |
| 2 | 12 mm cement plaster: DSR 13.1 |
| 3 | 1:4 (1 cement : 4 fine sand) DSR 13.1.1 |
| 4 | Finishing walls with Acrylic Smooth exterior paint of required shade : DSR 13.111 |
| 5 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface DSR 13.111.1 |
| 6 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after .The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineerin- charge .The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.Note: - This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done. DSR 14.72 |
| 7 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. DSR 15.2 |
| 8 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) DSR 15.2.1 |
| 9 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. DSR 15.3 |
| 10 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. DSR 15.7 |
| 11 | In cement mortar DSR 15.7.4 |
| 12 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 15.56 |
| 13 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60 |
| 14 | Repair of detiorarted RCC Surface having exposed rusted reinforcement consisting of following operation a) Chipping of concrete surfaced 25mm thick average depth afterwards removal of loose concrete and exposing the steel bars. Cleaning the surface properly to remove dust particles and rust from the steel bars. Complete in all respect ot the entire satisfaction of Engineer-in-charge.b) Moistening the surface properly and applying arcylic polymer (acrocrete/pidilite/master crete) coating mixing with cement for proper bonding of old and new concrete in two coats @ 0.20 kg Polymer per 1 Kg cement c)providing and fixing MS wire mesh by using binding wire and nails. Complete as per directions and approval of Engineer-incharge. d) Placing of cement concrete 1:1.5:3 having thicknesss (3/4\\" to 1.1/4\\") mixed with acrylic polymer admixture @ 1 kg per bag of cement . Complete in all respect to the entire satisfaction of engineer-in-charge. NS |
| 15 | Uprooting and removing stumps and roots of peepal plants by cutting and breaking in the masonary walls to the entire satisfaction of engineer in charge. NS |
| 16 | Brick work with common burnt clay selected F.P.S. (Non Modular) bricks of class designation 10 mm in exposed brick work including making horizontal and vertical grooves 10mm wide 12mm deep complete in cement mortar 1:6 (1 cement: 6 coarse sand) NS Please Enable Macros to View BoQ information |
