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| 1 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 2 | 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) |
| 3 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : |
| 4 | 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) |
| 5 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. |
| 6 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : |
| 7 | 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) |
| 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 sizederived from natural sources). |
| 9 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards 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 20mm nominal size derived from natural sources). |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 12 | Suspended floors, roofs, landings, balconies and access platform |
| 13 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 14 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 16 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections |
| 17 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : |
| 18 | With residual type petroleum bitumen of grade VG -10 |
| 19 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 20 | In 75x75 mm deep chase |
| 21 | Making khurras 45x45 cm with average minimum thickness of5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 22 | Providing and fixing on wall face unplasticised Rigid PVC 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, (i) Single socketed pipes. |
| 23 | 110 mm diameter |
| 24 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC 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. |
| 25 | Single tee with door 110x110x110 mm |
| 26 | Shoe (Plain) 110 mm Shoe |
| 27 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 28 | 12 mm cement plaster of mix : |
| 29 | 1:6 (1 cement: 6 coarse sand) |
| 30 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 31 | 1:6 (1 cement: 6 coarse sand) |
| 32 | 6 mm cement plaster of mix : |
| 33 | 1:3 (1 cement: 3 fine sand) |
| 34 | Neat cement punning |
| 35 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 36 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: |
| 37 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm). |
| 38 | Disconnecting damaged overhead/terrace PVC/GI water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge. |
| 39 | Cleaning of under ground sump, Over Head R.C.C. Tank (independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of slit and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge. |
| 40 | Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineerin-Charge. |
| 41 | (a) Internal Work- Exposed on wall |
| 42 | Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick water proofing membrane , black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the samemembrance manufacture of density at 25°C, 0.87 - 0.89 kg/ litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using Butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/ 5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacture of membrane. |
| 43 | 2mm (for corrugated roof sheets) |
| 44 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm thick water proofing membrane, black finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of membrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/250N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : |
| 45 | 3 mm thick |
| 46 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer in-charge |
| 47 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 48 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 49 | 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. |
| 50 | 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.. |
| 51 | In cement mortar |
| 52 | Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : |
| 53 | 100 mm dia pipe |
| 54 | 150 mm dia pipe |
| 55 | 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. |
| 56 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 57 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 58 | 25 to 40 mm nominal bore |
| 59 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 60 | 25 mm nominal bore |
| 61 | 40 mm nominal bore |
| 62 | 50 mm nominal bore |
| 63 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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. |
| 64 | 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. : Internal work - Exposed on wall |
| 65 | 25 mm nominal outer dia .Pipes. |
| 66 | 40 mm nominal outer dia. Pipes. |
| 67 | 50 mm nominal outer dia. Pipes. |
| 68 | Grading roof for water proofing treatment with |
| 69 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 70 | Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. |
| 71 | Upto and including 12mm dia. |
| 72 | Providing and mixing of liquid bonding materials of 'Sika Latex Power' or equivallent of proportion 1 :3:8 ( 1 Sika Latex or equivalent :3 water :8 cement )@ 7.5 kg/100 sqm in 1st coat in cement slurry over roof surface and another 2nd coat in same proportion and grading will be carried out when the slurry coat is green for proper bonding with grading concrete all complete as per direction of engineer in charge. |
| 73 | Carefully making chase/groove in square/rectangular shape or any other shape as required up to 150x50mm cross sectional area for repairing crack by removing damage concrete work in roof slab including cleaning the surface with wair brush, making good and packing with concrete (with graded M15 ratio of 1 cement : 2 coarse sand : 4 aggregates) and as required and finishing the same to match with adjacent surface as per direction of the Engineer in Charge. |
| 74 | Removing existing APP/ Tarfelt membrane, from existing roof surface all complete as per direction of Engineer in charge. |
| 75 | Cleaning of roof neatly by wire brush, broom, close chipping, blow lamp, grinder etc making loose dust free and removal of bitumen paint layer for applying bond coat all complete as per direction of Engineer in charge. |
| 76 | Uprooting & removal wild growth & vegetation plants upto girth 100 mm on bldg at any level upto 15m by necessary scaoffolding and swing and providing and applying dilute Hydrochloric Acid on the root all complete as per direction of Engineer in Charge . |
| 77 | Cleaning chokage of Inspection pits of sewer lines including all necessary arrangement, T & P require for this work , including removing the sludge , mud etc up to 50m lead complete as per direction of the Engineer-in-Charge. |
| 78 | Removing chokage i.e sludge, mud and other materials from the HCI or SW pipe by the help of split bamboo of undergroud sewer lines including hire charges of mechanical pump |
| 79 | Cleaning of SEPTIC TANK manually/mechanical means including removing sludge, cleanig the tank by spreading Bleaching Powder all complete and as per direction of engineer-in-charge. |
| 80 | Providing and fixing Mild Steel pipe clamps of approved design to unplasticised - PVC rain water pipes or S.C.I pipe by means of fasters or 50x50x50mm hardwood plugs, screwed with M. S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 81 | MS clamp for 100mm nominal dia SCI or PVC pipe |
| 82 | MS clamp for 150/160mm nominal dia SCI or PVC pipe |
| 83 | Providing and fixing on wall face unplasticised Rigid PVC 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. (i)Single socketed pipes. |
| 84 | 160 mm diameter |
| 85 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC 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. |
| 86 | Plain Bend 160 mm diameter |
| 87 | Shoe (Plain) 160 mm diameter |
| 88 | Door Tee 160 mm diameter |
| 89 | Providing and making the joints between PVC pipes & S.C.I./ C.I. Pipes with PVC coupler adhesive/ tapes etc. complete : 110/100 mm dia pipe |
| 90 | Providing and fixing CPVC high pressure tank connector of approved quality including the cost of necessary CPVC socket, pieces of pipes etc. required for the work complete as per direction of Engineer-in-Charge : |
| 91 | 40mm nominal bore. |
| 92 | Making connection with existing G.I pipe using appropriate adaptar (MTA/FTA) including supplying of all necessary fittings all complete as per direction of engineer-in-charge. |
| 93 | 25mm nominal bore. |
| 94 | 40mm nominal bore. |
| 95 | 50mm nominal bore. |
| 96 | Removing chokage by dismantling of pipe line and repairing leakage of water pipe lines by replacement of fittings/pipe and refixing the same including cost of jointing materials such as lead, jute etc. require to sealing the leakage of joints (Cost includes for necesary scafoldings require for out side pipe line of building upto floor-V level. Cost for fittings and pipes if required will be paid seperately). |
| 97 | 15mm to 50mm nominal dia pipe. |
| 98 | Lowering of G.I Tank from roof to ground level with proper safety arrangements for clearing of roof all complete as per direction of engineer in charge. |
| 99 | Credit value for dismantled unserviceable/ serviceable departmental materials: |
| 100 | Iron/Steel materials (Flat, Angle, Tee, Channel, Joist, Plate,GI Plate, Sheet, Reinforcement etc.) |
| 101 | 100mm nominal dia cast iron pipe. |
| 102 | 150mm nominal dia cast irom pipe. |
| 103 | Old F.P.S brick Please Enable Macros to View BoQ information |
