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| 1 | Providing and laying inpositioncement concrete of specified grade excluding the costofcenteringandshuttering-All work up to plinth level : |
| 2 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derivedfromnaturalsources:4graded stone aggregate 20 mm nominal size derived from natural sources) |
| 3 | Chequerred precast cement concrete tiles 22mmthickinfootpathandcourtyard, jointedwithneatcenmentslurrymixed with pigment to match the shade of tiles, including rubbing andcleaning etc. complete , on 20mm thick bed of cement mortar 1:4 ( 1 cement: 4 coarse sand ) |
| 4 | Light shade pigment using white cement |
| 5 | 12mmcementplasterfinishedwitha floating coat of neat cement of mix : |
| 6 | 1:4 (1 cement: 4 fine sand) |
| 7 | Cementplaster1:3(1cement:3coarsesand)finishedwithafloatingcoatof neat cement. |
| 8 | 12 mm cement plaster |
| 9 | Removing white or colour wash by scrappingandsand paperingand preparingthesurfacesmoothincluding necessaryrepairstoscratchesetc. complete |
| 10 | Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/ litre of approved brand and manufacture to give an even shade : |
| 11 | Old work (one or more coats) |
| 12 | Wall painting with plastic emulsion paint ofapprovedbrandandmanufactureto give an even shade : |
| 13 | One or more coats on old work. |
| 14 | Paintingwithsyntheticenamelpaintof approved brand and manufacture of required colour to give an even shade : |
| 15 | One or more coats on old work. |
| 16 | French spirit polishing : |
| 17 | One or more coats on old work. |
| 18 | Finishing walls with textured exteriorpaint of required shade : |
| 19 | Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm. |
| 20 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparingandplasteringthesurfaceof the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In Charge. |
| 21 | Withcementmortar1:4(1cement:4fine sand). |
| 22 | Renewingglasspanes,withputtyand nailswherevernecessaryincludingracking out the old putty: |
| 23 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 24 | Providing and fixing controlled flush,low level cistern made of vitreous china with all fittings complete. |
| 25 | 10 litre (full flush) capacity-white |
| 26 | Providingandfixingbrassstopcockofapproved quality : |
| 27 | 15 mm nominal bore |
| 28 | ProvidingandfixinguplasticisedPVCconnection pipe with brass unions : |
| 29 | 45 cm length 15 mm nominal bore |
| 30 | Providing and fixing C.P. brass bib cock ofapprovedqualityconformingtoIS:8931: |
| 31 | 15 mm nominal bore. |
| 32 | Scrapping the faded area of external faces of windows including applying two coats of sealant etc all complete as directed by the Engineer-in-charge. |
| 33 | Providing and fixing C.P.pillar tap of of standarddesignandofapprovedmake conforming to IS:8931. |
| 34 | 15mm Nominal Bore |
| 35 | Checking and attending minor repair work of wood/PVC and easening of door/window/cupboard shutter including taking out the shutter, refixing after necessary repairs including the cost of screws,beadings etc as directed by the Engineer-in-charge. |
| 36 | Checking and attending minor repair work of plumbing and minor repair taps around W/C, washbasin, sink etc including the cost of materials as directed by the Engineer-in-charge. |
| 37 | Checking and attending minor repairs to Aluminium windows/Insect screen frames including the cost of providing any fittings etc all complete as per direction of Engineer-in-charge |
| 38 | Repairs to MS gate including dismantling the corroded GI sheet on both the shutters and replacing it with new(1.6mm thick 16gauge Class I GI sheet) and scrapping with sand papering for preparing the surface smooth for painting including necessary repairs to make the gate in smooth working condition etc all complete as directed by the Engineer-in-charge at site. |
| 39 | RepairstoRCCStructuralelementsof framed or load bearing structure such as beams,columns,slabs, fins,facias,etc.including scaffolding up to fifthfloorterracelevelwithfollowing operations :-a)Removingallspallingconcrete/cement mortarfromthebodyframebytapping the debonded concrete surface beyond 2 to 3 mm from the rusted reinforcing bar completely and cleaning all the reinforement bars.b)Washing the cleaned reinforcing bar with cleanwaterandapplyingonecoatof anticorrosiveNitozincprimerondried bar using paint brush.c)Care shall be taken to seethattheappliedprimermakes an unbroken continuous film.After cleaning the bar,applying one coat of bonding agent Nito AR on the exposed bar and concrete surface.d)Covering the exposed bar as well as the affectedconcretewithhighprotection high strength Rendroc. |
| 40 | e)Covering the surface with modified polymer mortar to the required thickness (appliedinlayersnotmorethan25mm thick ) including finishing ect. completed and as directed by the Engineer in charge. |
| 41 | Providing and laying spanish tiles (as per approvedpattern20mmnominal thickness of approved size) on the existingRCCshades/roofsafter removingtheolddamagedtileasper direction of Engineer-in-charge. |
| 42 | Providingandfixing ridgesandvalley tiles with class AA manglore pattern tiles ofapprovedpaternandmanufactureas per direction of Engineer-in-charge |
