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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres:1 All kinds of soil : |
| 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth upto 30 cm measured at a height of 1 m above ground level andremoval of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 3 | Demolishing cement concrete manually/by mechanical means includingdisposal of material within 50 meters lead as per direction of Engineer-incharge:1:4:8 or leaner mix (i/c equivalent design mix) |
| 4 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 min width as well as10 sqm on plan including disposal of excavated earth,leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.All kinds of soil : |
| 5 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil : |
| 6 | 40 mm thick fine dressed and rubbed stone flooring over 20mm(average) thick base of cement mortar 1:5 (1 cement: 5 coarse sand),with joints 3mm thick, side buttered with cement mortar 1:2 (1 cement :2 stone dust) admixture with pigment to match the shade of stone andpointing with the same mortar and curing complete..1 Red sand stone |
| 7 | Providing and laying non-pressure of specified class R.C.C. pipesincluding collars/spigot jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete..1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 8 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm |
| 10 | Stone screening of size 11.2 mm nominal size (Type B) |
| 11 | Laying, spreading and compacting stone aggregate of specified sizes toWBM specifications in uniform thickness, hand picking, rolling with 3wheeled road / vibratory roller 8-10 tonne capacity in stages to propergrade and camber, applying and brooming requisite type of screening/binding material to fill up interstices of coarse aggregate, watering andcompacting to the required density. |
| 12 | Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M-30 grade made by block making machinewith strong vibratory compaction and of approved size and design/shapelaid in required colour and pattern over and including 50mm thickcompacted bed of fine sand, filling the joints with coarse sand etc. allcomplete as per direction of Engineer-in-charge. |
| 13 | 75mm thick back filling for pitching including supplying of requiredmaterials and consolidation etc. complete with:Stone aggregate 20mm nominal size |
| 14 | Ruled/ Flush pointing on Red sand stone masonry surface with lime,surkhi and marble dust mortar in the ratio 1:1.5:1/2 one lime : 1.5 surkhi ( 50% red and 50% light yellow surkhi):1/2 marble dust ( the rate isinclusive of all materials and labours involved except scaffolding) |
| 15 | Coursed Rubble Masonry with hard stone in foundation and plinth andcuring complete with Lime mortar 1:1:1 (1 Lime putty: 1 Surkhi: 1 Fine sand) |
| 16 | Providing and laying in position lime concrete with graded stone/brick aggregate 40 mmnominal size and 40% mortar comprising of 1:1:1 (1 lime putty: 1surkhi: 1fine sand)including curing complete but excluding cost of centering andshuttering. All works uptoplinth level with:1 Graded Stone Aggregate |
| 17 | Tile brick masonry with common burnt clay tile bricks of class designation 10 infoundation and plinth including curing complete in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | Providing and fixing water fountain plumbing electrification water pump complete job . As per the direction of site E ngineer (NSI) |
| 19 | Providing and fixing Decorative Lightsr complete job . As per the direction of site Engineer (NSI) |
| 20 | Providing and fixing Three seater chair complete job . As per the direction of site Engineer (NSI) |
| 21 | Providing and fixing Stainless steelr Directional Signage complete job . As per the direction of site Engineer (NSI) |
| 22 | Providing and fixing outdoor Hanging Dustbin HDPE (50Ltr Capcity) complete job . As per the direction of site Engineer (NSI) |
| 23 | Providing and fixing Ornamental Gate complete job . As per the direction of site Engineer (NSI) compiete job. |
| 24 | Providing and fixing Over head informatory Signage board complete job . As per the direction of site Engineer (NSI) |
| 25 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 26 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 27 | Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 28 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 29 | 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 |
| 30 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 31 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 32 | 15mm Cement plaster on the rough side of single or half brick wall ofmix: 1 : 6 ( 1 cement : 6 fine sand) |
| 33 | 12mm cement plaster of mix 1 : 6 ( 1 cement : 6 fine sand) |
| 34 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 35 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 37 | Foundations, footings, bases of columns etc. for mass concrete |
| 38 | Suspended floors, roofs, landings, balconies and access platforms. |
| 39 | Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs andsteps etc |
| 40 | Columns, piers, abutments, pillars, posts and strut |
| 41 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 42 | Painting with synthetic enamel paint of approved brand and manufactureto give an even shade Two or more coats on new work |
| 43 | Distempering with 1st quality acrylic distemper, having VOC (VolatileOrganic Compound) content less than 50 grams/ liter, of approved brandand manufacture, including applying additional coats wherever required,to achieve even shade and colou Two coats |
| 44 | Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm) |
| 45 | Providing and fixing on wall face un-plasticized Rigid PVC rain waterpipes conforming to IS: 13592 Type A including jointing with seal ringconforming to IS: 5382 leaving 10 mm gap for thermal expansion.(i) Single socketed pipes 110 mm diametre |
| 46 | PProviding and fixing G.I. pipes complete with G.I. fittings and clamps,including cutting and making good the walls etc.:.1 Internal work-Exposed on wall.1.1 15 mm dia. nominal bore |
| 47 | 20 mm dia. nominal bore |
| 48 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 49 | Providing and fixing water closet squatting pan (Indian type W.C. pan)with 100 mm sand cast Iron P or S trap, 10 liter low level white P.V.C.flushing cistern, including flush pipe (of approved make) with manuallycontrolled device (handle lever) conforming to IS: 7231, with all fittingsand fixtures complete, including cutting and making good the walls andfloors wherever require White vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests. |
| 50 | PProviding and fixing wash basin with C.I. brackets, 15mm C.P. brasspillar taps, 32 mm C.P. brass waste of standard pattern, includingpainting of fittings and brackets, cutting and making good the wallswherever require White Vitreous China Flat back wash basin size 550x400 mmwith single 15 mm C.P. brass pillar tap. |
| 51 | Providing and fixing white vitreous china pedestal for wash basincompletely recessed at the back for the reception of pipes and fittings. |
| 52 | Providing and fixing 15 mm nominal bore C.P. brass bib cock ofapproved quality conforming to IS : 8931 |
| 53 | Providing and fixing P.V.C. waste pipe for sink or wash basin includingP.V.C waste fittings complete:18.28.1 Semi rigid pipe |
| 54 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete |
| 55 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 56 | Providing and laying Ceramic glazed floor tiles 300x300 mm (thicknessto be specified by the manufacturers) of 1st quality conforming to IS:15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4( 1 cement : 4 coarse sand) including pointing the joints with whitecement and matching pigment etc., complete.11.50.1 In colour such as White, Ivory, Grey, Fume Red Brown |
| 57 | 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, shadesexcept burgundy, bottle green, black of any size as approved by Engineer- in-Charge, inskirting, 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 @ 3.3 kg per sqm, including pointingin white cement mixed with pigment of matching shade complete. |
| 58 | Providing and fixing Electrification r complete job . As per the direction of site Engineer (NSI) |
| 59 | Stiching the cracks in brick masonry using brick and lime mortar matching the traditional lime mortar and bricks as existing in the historic structure after raking, cleaning and washing the cracks, as directed by Engineer in charge / Architect and including all leads, lifts and carriage. All complete NSI |
| 60 | Decorative plaster work in lime surkhi mortar (1:1) as per Traditional practice and design , the mortar should be prepared by the grinding mill only. The thickness varying from 10 mm to 100 mm as per design , as directed by engineer in charge/ Architect And including all leads , lifts and carriage. All complete (NSI) |
| 61 | Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. |
| 62 | Sand for an av. 80 Kms disntace. |
| 63 | Bajree/Stone aggregates below 40mm nominal size for an av.distance 20 Kms |
| 64 | Bricks for an avg. lead of 80 kms distance |
| 65 | Stone aggregate 53mm to 22.4mm size for an av.20 Kms distance . |
| 66 | Stone aggregate/screening11.20 mm nominal size size for an av.20 Kms distance . Please Enable Macros to View BoQ information |
