|
| 1 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1 :1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 2 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 3 | Suspended floors, roofs, landings, balconies and access platform |
| 4 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 5 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 7 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 8 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 9 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. |
| 10 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides |
| 11 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes |
| 12 | 75 mm diameter |
| 13 | 110 mm diameter |
| 14 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion |
| 15 | Single tee with door |
| 16 | 75x75x75 mm |
| 17 | 110x110x110 mm |
| 18 | Single tee without door |
| 19 | 75x75x75 mm |
| 20 | 110x110x110 mm |
| 21 | Bend 87.5° |
| 22 | 75 mm bend |
| 23 | 110 mm bend |
| 24 | Shoe (Plain) |
| 25 | 75 mm Shoe |
| 26 | 110 mm Shoe |
| 27 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 28 | With water thinnable cement primer on wall surface havingVOC content less than 50 grams/litre |
| 29 | Finishing walls with water proofing cement paint of required shade : |
| 30 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 31 | Applying priming coat : |
| 32 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works |
| 33 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade |
| 34 | Two or more coats on new work |
| 35 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 36 | Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with synthetic enamel paint of approved brand and manufacture and required colour on old work |
| 37 | 75 mm diameter pipes |
| 38 | 100 mm diameter pipes |
| 39 | 150 mm diameter pipes |
| 40 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade |
| 41 | One or more coats on old work |
| 42 | Finishing walls with water proofing cement paint of required shade : |
| 43 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. |
| 44 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. |
| 45 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 46 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 47 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) |
| 48 | Renewing glass panes, with wooden fillets wherever necessary |
| 49 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) |
| 50 | Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) |
| 51 | 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 |
| 52 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead |
| 53 | 75 to 80 mm dia pipe |
| 54 | 100 mm dia pipe |
| 55 | 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. |
| 56 | Disposal of building rubbish / malba / similar unserviceable, dismantledor 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. |
| 57 | Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make 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 as per direction of Engineer-In-Charge |
| 58 | Bars upto 12 mm diametre |
| 59 | Bars above 12 mm diametre |
| 60 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 61 | Upto and including 12 mm dia. |
| 62 | Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect |
| 63 | SBR Polymer (@10% of cement weight) modifiedcementitious bond coat @ 2.2 kg cement per sqm of surfacearea mixed with specified proportion of approved polymer |
| 64 | Epoxy bonding adhesive having coverage 2.20 sqm/kg ofapproved make |
| 65 | Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved grout injected.) |
| 66 | Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work |
| 67 | Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work |
| 68 | Epoxy injection grout in concrete/RCC work of approved make |
| 69 | Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means of “L” shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. |
| 70 | Supplying and fixing 10 Gauge weld mesh of size 100 mm x100 mm for floor/roof slab concrete screed over the micro beams as reinforcement. The weld mesh shall be fixed as per drawing. |
| 71 | Providing, mixing and applying 12 mm thick ready mix cement plaster of approved makeas per specifications and directions of Engineer-in-charge. |
| 72 | Providing, mixing and applying 15 mm thick ready mix cement plaster of approved makeas per specifications and directions of Engineer-in-charge. |
| 73 | For Calculation purpose only |
| 74 | Sub Total (A) |
