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| 1 | 176 Shop work 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 |
| 2 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 6.1.2 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 3 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived frombnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand) |
| 6 | Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills, facias and similar locations of required size,approved shade, colour and texture laid over 20 mm thick base cementmortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. completeat all levelsGranite stone slab all colour and texture except black, Cherry/ Ruby red |
| 7 | 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 20 mmthick 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. |
| 8 | Providing corrugated G.S. sheet roofing including vertical / curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8 mm diameterwith bitumen and G.l. limpet washers or with G.l. limpet washers filledwith white lead, including a coat of approved steel primer and two coatsof approved paint on overlapping of sheets complete (up to any pitchin horizontal/ vertical or curved surfaces), excluding the cost of purlins,rafters and trusses and including cutting to size and shape whereverrequired.1.00 mm thick with zinc coating in all com |
| 9 | Steel work welded in built up section/framed work i/c cutting,hoisting,fixing in position and applying a priming coat of approved steel primer using structural steel steel etc as required in gratings,frames,guard bar,ladder,railings,bracket,gates,and similar work |
| 10 | Supplying and fixing rolling shutters of approved make, made of requiredsize M.S. laths, interlocked together through their entire length and jointedtogether at the end by end locks, mounted on specially designed pipeshaft with brackets, side guides and arrangements for inside and outsidelocking with push and pull operation complete, including the cost ofproviding and fixing necessary 27.5 cm long wire springs manufactured10.6.110.6.2kgkgsqmsqmsqmsqmfrom high tensile steel wire of adequate strength conforming to IS: 4454part 1 and M.S. top cover of required thickness for rolling shutters |
| 11 | Providing and fixing ball bearing for rolling shutters. |
| 12 | PaintingSteelworkwithDeluxeMultiSurfacePaint to give [email protected]/10 sqm [email protected]/10sqm of approvedbrand and manufacture |
| 13 | Wiring point for light with 1.5 sqm. m PVC insulated single core cable including PVC conduit pipe (S.I. No. 131C) |
| 14 | S/F of 6 Amp to 32 Amp. SPMCB of As SI No. 1003 (B) |
| 15 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. a) 15 mm dia. nominal outer dia Pipes |
| 16 | b) 20 mm dia. nominal outer dia Pipes |
| 17 | Dovelopment work Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer-in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer-in- charge |
| 18 | ConstructionofGranularsubbasebyproviding close gradedmaterial (53mm-9.5mm=50%, 9.5mm-2.36mm20%&2.36mmbelow30%) mixing in amachanicalmix plant at OMC, Carriage of mix materials to work site, spreading in uniform layers withmortar graderonpreparedsurfaceandcompacting withvibratorypower roller toachieve the desire dencity complete as per clouse 401. |
| 19 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. |
| 20 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived frombnatural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 21 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 6.1.2 Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 22 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 23 | 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand) |
| 24 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 26 | Chequerred precast cement concrete tiles 22 mm thick in footpath |& courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles Medium shade pigment using 50% white cement 50% Grey cement, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 Coarse sand). DSR 11.20.2 |
| 27 | Providing and fixing stainlees steel (Grade 304) railing made of hollow tube, channels, plates, etc., including welding, grinding, buffing , Polisihing and making curvture (whereever required ) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with neccesary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of thr floor side of the waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fastners etc.) S.I.NO-10.28/ D.S.R-2023 |
| 28 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), cluding making joints with or without rooves (thickness of joints except at sharp curve shall not to more than 5mm), ncluding making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging hall be measured for payment). (Precast C.C. kerb stone shall be approved byEngineer-in-charge). |
| 29 | 13.80Providingandapplyingwhite cement based putty of average thickness 1mm, of approvedbrandandmanufacturer, over the plasteredwallsurfacetopreparethesurface even and smooth complete |
| 30 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm |
| 31 | Su-Kam LED Solar Light 15 watt 35 W pannel in all complete |
| 32 | p/fixing of 5 cost iron bench made up of 13 M.S Sqm tubes (50x25mm) in lenth 1500mm size decorative stand/legs |
| 33 | p/fixing of 70x2 litters twin dustbin hpde completed |
| 34 | submarsebil pump 2HP lubimark isi in all com work |
| 35 | Digging holes in ordinary soil and refilling, the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplun earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately): HOLES 45CM DEEP, 45 CM DIA |
| 36 | Foxtail palm ht. 180-210 cm poflom girth 25-30 cm well developed in big size HDPE bag |
| 37 | Plantation of Trees, Shrutis, and Hedge al site ic watering and removal of unserveiceable material as per direction of officer in charge (excluding cast of plant & water) 5.40 2571 Trees Plant Each |
| 38 | hedge plant/ ground cover each 2.15 |
| 39 | shrubs plant each 3.20 plants/ ground cover each 2.15 |
| 40 | shrubs plants |
| 41 | Anti-termite treatment by digging pits 30 cm deep and 4 cm dia, 6 to 7 holes around 2018 2.57 the tree using chemical emulsion at the rate of 1.5 liter per hole in two time or more application to get the trees free from termite infection chemicals used Chlorpyriphos 20% EC in the ratio of 1% concentration and as per direction of officer-in-charge |
| 42 | ADD 1% Contingency Rs. 338016.17 Please Enable Macros to View BoQ information |
