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| 1 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 2 | Demolishing R.C.C. work manually/by mechanical means includingstacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 3 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead 14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) |
| 4 | Demolishing brick work manually/by mechanical means includingstacking of serviceable material and disposal of unserviceable materialwithin 50 meters lead as per direction of Engineer-in-charge:In cement mortar |
| 5 | Dismantling old plaster or skirting, raking out joints and cleaning thesurface for plaster including disposal of rubbish to the dumping groundwithin 50 meters lead. |
| 6 | Demolishing cement concrete manually/by mechanical means includingdisposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 7 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc.,prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. Thematerial shall meet the requirements as specified in ACI- 212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of selfhealing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm |
| 8 | For horizontal surface one coat @1.10 kg per sqm. |
| 9 | CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 10 | 15mm cement plaster on the rough side of single or half brick wallfinished with a floating coat of neat cement of mix :1 : 3 ( 1 cement : 3 fine sand) |
| 11 | Applying priming coat:With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel work (second coat) |
| 12 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 13 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete.50 mm thick with 20mm nominal size stone aggregate. |
| 14 | Extra for cutting reinforcement bars manually/by mechanical means inR.C.C. or R.B. work (Payment shall be made on the cross sectional areasof R.C.C. or R.B. work) as per direction of Engineer-in-charge. |
| 15 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 16 | Extra for plastering on circular work not exceeding 6m in radius:In one coat |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, walls (any thickness) including attached pilastersbuttresses, plinth and string course fillets, kerbs andsteps etc. |
| 18 | Extra for form work in circular work |
| 19 | dumping of boulder/stones in horizontal excluding cost of stones |
| 20 | supply of boulderstones |
| 21 | 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) |
| 22 | Hand-packing stones in wire-crates; excluding cost of crates and stones |
| 23 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angles 40x40x6mm for diagonal braces |
| 24 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 25 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stoneaggregate) finished with a floating coat of neat cement including cementslurry and curing complete, but excluding the cost of nosing of steps etc.complete. 40mm thick with 20 mm nominal size stone aggregate. |
| 26 | 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 |
| 27 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm indepth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earthlead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.All kinds of soil : |
| 28 | Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate androofs having slope more than 15° upto floor five level level including curing but excludingthe cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 29 | Extra for shuttering circular work |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span |
| 31 | 12mm Cement plaster finished with a floating coat of neat cement of mix:1 : 3 ( 1 cement : 3 fine sand) |
| 32 | Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm) |
| 33 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 34 | Providing and fixing plain PVC bend (ISI Marked) of required degree |
| 35 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each upto 50 m and lift upto 1.5 m. |
| 36 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 37 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 infoundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 38 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 39 | Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 42 | 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. |
| 43 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc.complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 44 | Carriage of Stone Aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 25km by MT |
| 45 | Carriage of Stone Aggregate (Crushed) below 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 30km by MT |
| 46 | Carriage of Stone Aggregate (Crushed) Above 40 mm from Source to Actual site of work for an average distance of 500mtr by H.L |
| 47 | Carriage of Stone Aggregate (Crushed) above 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 25km by MT |
| 48 | Carriage of Stone Aggregate (Crushed) above 40 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 15km by MT |
| 49 | Carriage of Stone Aggregate (Crushed) below 40 mm from Source to Actual site of work for an average distance of 500mtr by H.L |
| 50 | Carriage of sand at an average distance of 25Km by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 25km by MT |
| 51 | Carriage of sand at an average distance of 30Km by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading. |
| 52 | Carriage of sand from Source to Actual site of work for an average distance of 500mtr by H.L |
| 53 | Carriage of Soling stone/ boulders by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of 18km by MT |
| 54 | Carriage of Soling stone/ boulders from Source to Actual site of work for an average distance of 500mtr by H.L |
| 55 | Providing of Knitted Wire Crates including carriage, loading and unloading and supply of Crate Wires.Crate size 6.00x1.20x1.20 |
| 56 | Providing of Knitted Wire Crates including carriage, loading and unloading and supply of Crate Wires.Crate size 6.00x1.5x1.5 |
| 57 | Providing and fitting concealed internal Electrification of room including 4 Nos LED lights, Fan points 2 No., Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters. and saitting arangement of Pump Room Operator inside the Pump Room Operator |
| 58 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 59 | 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:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 60 | Providing, installation, testing and commissioning of 01 no. HC pump set 10000 GPH X 350 mtrs head along with allied works at Nathal Old |
| 61 | Providing, installation, testing and commissioning of 01 no. submersible pump set 5000 GPH X 150 mtrs head along with allied works at New Narayana |
| 62 | Providing, installation, testing and commissioning of 01 no. Mono submersible pump set 5000 GPH X 50 mtrs head along with allied works at Dug well Bhalwal Mallu |
| 63 | Providing, installation, testing and commissioning of 01 no. HC pump set 5000 GPH X 280 mtrs head along with allied works at Dug well Manna |
| 64 | Providing, installation, testing and commissioning of 01 no. HC pump set 5000 GPH X 150 mtrs head along with allied works at Beri Pedha |
| 65 | Providing, installation, testing and commissioning of 01 no. HC pump set 5000 GPH X 200 mtrs head along with allied works at Dug well Kallah new |
| 66 | Providing, installation, testing and commissioning of 01 no. submersible pump set 5000 GPH X 150 mtrs head along with allied works at Samwan Chaprial New |
| 67 | Providing, installation, testing and commissioning of 01 no. submersible pump set 5000 GPH X 150 mtrs head along with allied works at Dug well Bardow old Please Enable Macros to View BoQ information |
