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| 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) : 3 graded stone aggregate 20 mm nominal size). |
| 2 | Centering and shuttering including strutting, propping etc. and removal of form for Shelves (Cast in situ) |
| 3 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 4 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 6 | Scrapping of existing Tarfelt/ APP (Atactic polypropelene) sheet and disposal of malba to the dumping ground, cleaning of surface complete in all respect and to the entire satisfaction of Engineer-in-charge. |
| 7 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. |
| 8 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 9 | Removing the earth filling under tiles and cleaning and scraping old bitumen of the roof surface with wire brushes and refiiliing the earth after cleaning etc complete in all respect engineer in charge. |
| 10 | Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the topmost layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). |
| 11 | Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement for flat tile bricks on top of mud phaska :With F.P.S. brick tiles |
| 12 | Supply of 1st quality brick tiles 9\\"x 4 1/2\\"x 1 1/2\\" complete in all respect and to the entire satisfaction of Engineer-in-Charge. |
| 13 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design:In 75x75 mm deep chase. |
| 14 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 15 | 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. |
| 16 | 12 mm cement plaster of mix :1:4 (1 cement: 4 coarse sand) |
| 17 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 kg/10 sqm) |
| 18 | Providing and laying water proofing coating having three coats of water proofing chemical with 1 coat as primer and 2 subsequent coats. The water proofing chemical shall have properties as water absorption 1% minimum, pot life at 30º C : 30 min, application temperature 10º C, bond strength to concrete : approx 1 N/mm2. (Fosroc Hydroproof xtra or equivalent) . The primer coat shall be provided in ratio 1 part of Hydroproof Xtra :2 parts of water : 4 parts of cement mixed material with the above proportion will cover an area of 16-17sqm for 1 L of Hydroproof XTRA . The two top coats shall laid in ratio 1:2 i.e. 1 part of chemical and 2 parts of neat cement after laying of 800 micron fibre mesh. The thickness of each coat shall be about 1 to 2 mm. The 2nd coat shall be applied after 5-6 hours of 1st coat. The full curing shall be done after 12 hours with must curing after 6 hours. The coverage of top coats shall be 4.5-5.0 sqm /litre/ coat. The work shall be undertaken as per manufacturer specifications, complete in all respect and to the entire satisfaction of Engineer in Charge. |
| 19 | Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per ASTMC 1549 and ASTMC 1371 respectively), VOC less than 10 cc/gm. The coating thickness and the methodology of application shall be strctly as per manufacturer's specifications and as approved by Engineer-in-Charge. Surface preparation includes cleaning with metal wire brush to remove all dust, fungus etc., washing with water all complete. The contractor shall give guarantee for the perfomance of SRI and also the durabitity of coating, all complete as per direction of Engineer-in-Charge. |
| 20 | 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. Please Enable Macros to View BoQ information |
