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| 1 | [10.57]Providing and laying Ceramic glazed floor tiles ofsize 300x300 mm (thickness to be specified by themanufacturer) of 1st quality conforming to IS : 15622 ofapproved make in colours such as White, Ivory, Grey,Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement : 4 Coarse sand), Jointing with grey cementslurry @ 3.3 kg/sqm including pointing the joints withwhite cement and matching pigment etc., complete.[Through Rate] |
| 2 | [11.57]Providing and laying average 6mm thick POPCoating on walls, Ceiling, beams and lintels etc. completein all respects as approved by the Engineer-In-Charge.[Through Rate] |
| 3 | [11.58]Providing and applying two coats white cementbased putty of approved brand and manufacturer, overplastered surface and grinding the surface smooth withsand paper to get en even and smooth finish including costand carriage of all material , labour charges, scaffolding,sundries etc. complete [Through Rate] |
| 4 | [11.64.1]Distempering with oil bound washable distemperof approved brand and manufacture to give an even shade :1. New work (two or more coats) over and including waterthinnable priming coat with cement primer [Through Rate] |
| 5 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4coarse sand) [Through Rate] |
| 6 | [11.9.1]15 mm cement plaster on rough side of single orhalf brick wall of mix: 1. 1:4 (1 cement: 4 coarse sand)[Through Rate] |
| 7 | [11.95.1]Finishing walls with Acrylic Smooth exteriorpaint of required shade : 1. New work (Two or more coatapplied @ 1.67 litre/10 sqm over and including primingcoat of exterior primer applied @ 2.20 kg/10 sqm)[Through Rate] |
| 8 | [12.102.1]Providing and fixing aluminium handles, ISImarked, anodised (anodic coating not less than grade AC10 as per IS : 1868) transparent or dyed to required colouror shade, with necessary screws etc. complete : 1. 125 mm[Through Rate] |
| 9 | [12.103.1]Providing and fixing aluminium hanging floordoor stopper, ISI marked, anodised (anodic coating not lessthan grade AC 10 as per IS : 1868) transparent or dyed torequired colour and shade, with necessary screws etc.complete. 1. Single rubber stopper [Through Rate] |
| 10 | [12.157.2.2]Providing and fixing aluminium work fordoors, windows, ventilators and partitions with extrudedbuilt up standard tubular sections/ appropriate Z sectionsand other sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fasteners of requireddia and size, including necessary filling up the gaps atjunctions, i.e. at top, bottom and sides with requiredEPDM rubber/ neoprene gasket etc. Aluminium sectionsshall be smooth, rust free, straight, mitred and jointedmechanically wherever required including cleat angle,Aluminium snap beading for glazing / panelling, C.P. brass/ stainless steel screws, all complete as per architecturaldrawings and the directions of Engineer-in-charge.(Glazing, panelling and dash fasteners to be paid forseparately) : 2.2. For shutters of doors, windows &ventilators including providing and fixing hinges/ pivotsand making provision for fixing of fittings whereverrequired including the cost of EPDM rubber / neoprenegasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powdercoating 50 micron) [Through Rate] |
| 11 | [12.159.2]Providing and fixing glazing in aluminium door,window, ventilator shutters and partitions etc. with EPDMrubber / neoprene gasket etc. complete as per thearchitectural drawings and the directions of engineer-incharge. (Cost of aluminium snap beading shall be paid inbasic item): 2. With float glass panes of 5 mm thickness(weight not less than 12.50 kg/sqm) [Through Rate] |
| 12 | [12.78.1]Providing and fixing bright finished brass towerbolts (barrel type) with necessary screws etc. complete : 1.250x10 mm [Through Rate] |
| 13 | [12.89]Providing and fixing aluminium extruded sectionbody tubular type universal hydraulic door closer (havingbrand logo with ISI, IS : 3564, embossed on the body, doorweight up to 36 kg to 80 kg and door width from 701 mmto 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete. [Through Rate] |
| 14 | [13.42.3]Providing and fixing hand rail of approved sizeby welding etc. to steel ladder railing, balcony railing,staircase railing and similar works, including applyingpriming coat of approved steel primer. 3. G.I. pipes[Through Rate] |
| 15 | [2.B0194] B0194. 4 mm thick ACP [Rate] |
| 16 | [2.B0583] B0583. Oxidised mild steel door latch 300x20x6mm [Rate] |
| 17 | [23.4.1.1]COPPER WIRING WITH MODULARSWITCHES IN PVC CONDUIT (SURFACE/RECESS)1.1. Wiring for Light/Fan/call bell point with modular typeswitch/socket and GI box, Modular type face plate etc in1.5 sqmm FRLS PVC insulated copper conductor cable in1.6 mm thick PVC conduit pipe. Group A [Through Rate] |
| 18 | [23.7.1.1]PVC CONDUIT PIPE ONLY (SURFACE ORRECESSED) FOR ELECTRICAL POINTS 1.1. PVCCONDUIT and MS/GI BOX only for LIGHT/FAN/Callbell point wiring Group A [Through Rate] |
| 19 | [23.8.4]FITTING AND ACCESSORIES 4. Supply anderection of 10.5 cm dia M.S.Fan box including 8 mm dia30 cm long M.S. Road made into suitable suspension hookand erected in R.C.C. slab for the erection of fan completewith all labour and material required to complete the job.[Through Rate] |
| 20 | [28.6]`Providing and applying waterproofing treatment tosound, moisture free concrete surface using liquid appliedsingle component pitch free polyurethane coating capableof bridging substrate cracks up to 2 mm. It shall be appliedin two coats at coverage rate of 2kg/sqm to a achieve aminimum DFT of 1.3 mm. The membrane formed shallconfirm to following minimum properties:1) Elongation : )400% as per ASTM D 4122) Tensile Strength : 2.5 N/mm2 as per ASTM D4123) Adhesion in-peel test : )50 N as per ASTM C- 8364) Recovery from 350% elongation : 95% as per ASTM D4125) Water Vapour Transmission 2.3mm film: 0.6 g/m2/hr6) Initial Hardness Shore A : min 60 as per ASTM D 22407) Root resistant : protection screed requiredSystem includes supply , application and termination ofcoating all complete as per the manufacturer`smethodology.Clean the RCC slab/screed surface and wall for treatmentby removing dust, dirt and layers of concrete over thesurface. etc. by mechanical tools and wire brushing.Pressure grouting at construction joints or honeycombswith non shrink cementations grout by mixing shrinkagecompensating admixture per bag of cement as permanufacturer`s recommendations. Prepare a side gola of50X50 mm at the junction using polymer modified mortar.Providing and applying liquid applied single componentpitch free polyurethane coating in 2 coats at coverage rateof 2kg/sqm to a achieve a minimum DFT of 1.3 mm.(Fibre cloth/fleece/reinforcement should not be used inbetween two coats of PU as it has adverse effect onelongation property and also affects bonding with slab).Termination shall be done 300 mm above FFl byproviding a groove cut of 30mm x 30mm and seal it withshrinkage compensated polymer modified mortar.Lay a 150 GSM geotextile layer to protect the coating fromexternal damage on final coating before laying of screedconcrete/final finish. It shall be applied as permanufactures specification. Rates are incl of surfacepreparation, grouting and chemical application only.(Rates for geotextile, protection plaster and final finishessuch as screed or Brick bat filling for slope, china mosaic,tiles etc is not included in above item. It will be added asper EIC requirements).` [Through Rate] |
| 21 | [4.14.1]Earth work in excavation by mechanical means(Hydraulic excavator) / manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqmon plan), including dressing of sides and ramming ofbottoms, lift up to 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil asdirected, within a lead of 50 m. 1. All kinds of soil.[Through Rate] |
| 22 | [4.33]Excavating, supplying and filling of local earth(including royalty) by mechanical transport up to a lead of1 km also including ramming and watering of the earth inlayers not exceeding 20 cm in trenches, plinth, sides offoundation etc. complete. [Through Rate] |
| 23 | [5.7.4]Demolishing brick work manually/ by mechanicalmeans including stacking of serviceable material anddisposal of unserviceable material within 50 metres lead asper direction of Engineer-in-charge. 4. In cement mortar[Through Rate] |
| 24 | [6.1.4]Providing and laying in position cement concrete ofspecified grade excluding the cost of centering andshuttering - All work below plinth level and up to Floor IVlevel: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6graded stone aggregate 20 mm nominal size) [ThroughRate] |
| 25 | [6.14.1]Providing and laying in position specified grade ofreinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - Allwork up to plinth level : 1. 1:1.5:3 (1 cement : 1.5 coarsesand (zone-III): 3 graded stone aggregate 20 mm nominalsize) [Through Rate] |
| 26 | [6.15.1]Reinforced cement concrete work in walls (anythickness), including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up tofloor four level, excluding cost of centering, shuttering,finishing and reinforcement : 1. 1:1.5:3 (1 cement : 1.5coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) [Through Rate] |
| 27 | [6.30.3]Centering and shuttering including strutting,propping etc. and removal of form for 3. Suspended floors,roofs, landings, balconies and access platform [ThroughRate] |
| 28 | [6.30.5]Centering and shuttering including strutting,propping etc. and removal of form for 5. Lintels, beams,plinth beams, girders, bressumers and cantilevers [ThroughRate] |
| 29 | [6.33.3]Steel reinforcement for R.C.C. work, where notincluded in the complete rate of RCC, includingstraightening, cutting, bending, placing in position,binding, wastage, overlaps, welded joints, spacer bars,chairs, stays, hangers and annealed steel wire etc. completein all respect below plinth level Note: Reinforcement shallbe measured in length including hooks, if any, separatelyfor different diameters as actually used in work , excludingoverlaps. Wastage, overlaps, couplings, welded joints,spacer bars, chairs, stays, hangers and annealed steel wireor other methods of binding & placing shall not bemeasured and cost of these items shall be deemed to beincluded in the rates for reinforcement. 3. Cold twistedbars [Through Rate] |
| 30 | [6.9.1]Providing and laying damp-proof course withcement concrete 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size) 1. 50mm thick [Through Rate] |
| 31 | [7.21.1]Brick work with common burnt clay non-modularbricks of class designation 10.5 in foundation and plinth in:1. Cement mortar 1:4 (1 cement : 4 coarse sand) [ThroughRate] |
| 32 | [7.22.1]Brick work with common burnt clay non-modularbricks of class designation 10.5 in superstructure aboveplinth level up to floor IV level in all shapes and sizes in :1. Cement mortar 1:4 (1 cement : 4 coarse sand) [ThroughRate] |
| 33 | [9.17.1]Providing gola 75x75 mm in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 stone aggregate 10 mm anddown gauge), including finishing with cement mortar 1:3(1 cement : 3 fine sand) as per standard design : 1. In75x75 mm deep chase [Through Rate] |
| 34 | [9.57.2]Providing and fixing on wall face UnplasticisedRigid PVC rain water pipes conforming to IS : 13592 TypeA, including jointing with seal ring conforming to IS :5382, leaving 10 mm gap for thermal expansion, (i) Singlesocketed pipes. 2. 110 mm diameter [Through Rate] |
| 35 | [9.58.5.2]Providing and fixing on wall face Unplasticised -PVC moulded fittings/ accessories for Unplasticised RigidPVC 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. 5.2. Bend 87.5°110 mm bend [Through Rate] Please Enable Macros to View BoQ information |
