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| 1 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer in-charge |
| 3 | 1:6:12 (1 cement : 6 fine sand derived from natural sources: 12 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 4 | 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) FOR RAFT |
| 5 | Centring and shuttring including strutting, proping etc, and removal of form work for : Foundations, footing and bases of column |
| 6 | Reinforced cement concrete work in walls (any thichness), including attached pilasters, buttresses, plinth and string courses, fillets ,columns,pillers, piers, abutments posts,and struts etc. above plinth level upto floor five level excluding cost of shuttring finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand (zone III) derived from natural sources :3 graded stone aggrgate 20mm nominal size derived from natural sources). FOR COLUMN |
| 7 | Centring and shuttring including strutting, proping etc, and removal of form work for : Columns, piers, abutments pillers post and strut. |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). FOR SLAB |
| 9 | Centring and shuttring including strutting, proping etc, and removal of form work for : Suspended floors, roofs landings, balcony, and access platform. |
| 10 | Centring and shuttring including strutting, proping etc, and removal of form work for :Lintle, beam, plinth beam, girder, cantilever. |
| 11 | 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 |
| 12 | Mild steel or iron work of small size and section such as holding down bolts hold fast tie rods grating etc (when not included in an over all rates) wrought to requred form including supply of steel bolt nuts and wastage etc and their fixing required for proper comletion of the work. |
| 13 | 12 mm cement plaster: 1:4 (1 cement : 4 coarse sand) |
| 14 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) |
| 15 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 16 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 18 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 19 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead |
| 20 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface |
| 21 | Demolishing mud phaska in terracing and disposal of material within 50 metres lead. |
| 22 | Providing and laying \\"brick coba\\" 12mm thick (Av.) laid with M-150 class brick bat coba over 20mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compund, spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finished smooth & top mashed flase square 30 cm x 30 cm and side wall parapet shall be monolythic plaster wall up to 30 cm hight and junction with corner shall be rounded by brick ballast, cement and coarse sand masonary coba with top finished plaster mixed with acetic water proofing compound @ 2% by weight & including S/o all material, labour, T & P etc complete for proper completion of work . PWD schedule chapter 11 |
| 23 | Diposal of surplus Dismantled materials upto 5 km out side of mandi yard including loading and unloading complete. |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand |
| 25 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge |
| 26 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm nominal dia Pipes |
| 27 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 25 mm nominal dia Pipes |
| 28 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 15 mm nominal dia Pipes |
| 29 | 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 (including equivalent design mix) |
| 30 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 31 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: Asbestos Cement sheet sqm |
| 32 | Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. |
| 33 | Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing with suitable fixing accessories or self drilling fastener and EPDM washer etc. complete. Corrugated serrated adjustable ridges |
| 34 | P/L cement concrete - all works upto plinth level 1:2:4 (1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Please Enable Macros to View BoQ information |
