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| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 3 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 6 | Providing and laying separation membrane of impermeable plastic sheeting 125 micron thick base course as per direction of Engineer In Charge. |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 8 | Providing and laying C.C. Flooring of mix M-25 with ready mixed concrete from batching plant and hardening compound mixed @ 1 litre per 50 kg of cement or as per manufacturer\"s specifications. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished with a floating coat of neat cement etc. And longitudinal joints (6 mm wide x 25 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete as per specifications and directions of Engineer-in-charge. (Note: Cement content considered in this Item is @330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). |
| 9 | Carriage of materials by mechanical transport including loading, unloading and stacking earth lead upto 2Km The rates will be applicable to net quantities after deduction of prescribed percentage for voids as per specification |
| 10 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600Upto 10 mm depth and 10 mm width |
| 11 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete |
| 12 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Internal works exposed on walls . 25 mm dia nominal bore. |
| 13 | Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarsesand and graded stone aggregate of 40 mm nominal size in appropriateproportions as per approved & specified design criteria, providing dowelbars with sleeve/ tie bars wherever required, laying at site, spreading andcompacting mechanically by using needle and surface vibrators, levellingto required slope/ camber, finishing with required texture, including steelform work with sturdy M.S. channel sections, curing, making provision forcontraction/ expansion, construction & longitudinal joints (10 mm wide x50 mm deep) by groove cutting machine, providing and filling joints withapproved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars tobe paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ lesscement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine |
| 14 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the rcquired linc, levcl and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm). including making drainage opening wherever rcquired complete etc. as per direction of Engineer-in-charge ength of finished kerb edging shall be mcasurcd for payment). (Precast C.C. kerb stone shall be approved by Enginccr-in-charge). |
| 15 | Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance ≥ 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and Lshape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm\ thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceilingsupport system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge.With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) |
| 16 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc.,complete.Size of Tile 600x600 mm |
| 17 | Carriage of materials by mechanical transport including loading,unloading and stacking Lime, moorum,building rubbish lead upto 2Km |
