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| 1 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in - cement mortar 1:6 (1 cement : 6 coarse sand) |
| 2 | Brick work with common burnt clay F.P.S (non modular) bricks of class designation 3.5 in superstructure above plinth level upto floor five level in all shapes and sizes in - cement mortar 1:6 (1 cement : 6 coarse sand) |
| 3 | Brick work 7 cm thick common burnt clay F.P.S. (non modular) brick of class designation 3.5 in cement mortar 1:3 ( 1cement : 3 coarse sand ) in superstructure above plinth level and upto floor five level |
| 4 | 12mm cement plaster of mix -1:4 ( 1 cement : 4 fine sand) |
| 5 | 12 mm cement plaster of mix 1:5 (1 cement : 5 fine sand) |
| 6 | Applying one coat of water thinnable cement primer of approved brand and manufacturer on wall surface - water thinnable cement primer |
| 7 | Wall painting with plastic emulsion paint - Royal of approved brand and manufacture to give an even shade - two or more coats on new work |
| 8 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq.metres and under including cutting the patch in proper shape, raking out joints andpreparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 metres lead - with cement mortar 1:4 (1 cement :4fine sand) |
| 9 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth includingnecessary repairs to scratches etc complete |
| 10 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - One or more coats on old work |
| 11 | Finishing walls with water proofing cement paint of required shade - old work (one or more coats @ 2.20 kg / 10 sqm) complete |
| 12 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia .M.S.tube 1.5m centre tocentre , 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 |
| 13 | bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmenetc.complete as approved. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration ofscaffolding. (Note: This item to be used for maintenance work judicically, necessary deduction for scaffolding in the existing item to be done.) |
| 14 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead - nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 15 | Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead - in cement mortar |
| 16 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metreslead |
| 17 | Chipping of unsound / weak concrete material from slabsbeams, columns etc. with manual Chisel and / or by standard power driven percussion type or ofapproved make including tapering of all edges , making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushesetc. and disposal of debris for all lead and lifts all complete - 50 mm average thickness |
| 18 | Cleaning of reinforcement from rust fromthe reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approvedmake with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry , all complete -Bars above 12mm diameter |
| 19 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and complete in all respect - SBR Polymer (@ 10% of cement weight ) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer |
| 20 | Providing, mixing and applying SBR polymer (of approved make ) modified Cement mortar in proportion of 1:4 (1 cement : 4 graded coarse sand with polymerminimum 2% by wt.of cement used) as per specifications . Note: Measurement and Payment : The Pre-meaurement of thickness shall be done just after the surfacepreparation is completed and payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and / or the 75mm size cube crusing strength at the end of 28 days to be not less than 30 N / Sqmm) - 50 mm average thickness in two layers |
| 21 | Finishing walls with premium apex ultima of required shade new work (Two or more coat) applied @1.43lit/[email protected]/10Sqm |
| 22 | coarse sand : 6 graded stone aggregate 20mm |
