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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | (a)All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 4 | Supplying and filling in plinth with locally available filling sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | (a)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) |
| 7 | (b)1:5:10 (1 cement : 5 coarse sand(zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 9 | (a)1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size derived fro natural resources) |
| 10 | 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 : |
| 11 | (a)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) |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 13 | (a)Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | (b)Columns, Pillars, Piers, Abutments, Posts and Struts |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 16 | (a)Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 17 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: |
| 19 | (a)Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 20 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 21 | (a)Cement mortar 1:4 (1 cement :4 coarse sand) |
| 22 | Repairs to existing steel gates (One main gate with double leaves and one single leaf wicket gate) by welding including replacement of damaged members if found necessary and refixing the same in position after repair including the cost of materials, hinges, clamps etc all complete as per the direction of the E-in-C. |
| 23 | 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. |
| 24 | (a)40 mm thick with 20 mm nominal size stone aggregate |
| 25 | 12 mm cement plaster finished with a floating coat of neat cement of mix : |
| 26 | (a)1:3 (1 cement: 3 fine sand) |
| 27 | Finishing walls with water proofing cement paint of required shade : |
| 28 | (a)New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 29 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : |
| 30 | (a)One or more coats on old work. |
| 31 | Repairs to plaster of thickness 12 mm 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 , all complete as per directions of Engineer-In-Charge. |
| 32 | (a)With cement mortar 1:4 (1cement: 4 coarse sand). |
| 33 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 34 | (a)Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 35 | (b)Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 36 | 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. |
| 37 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 38 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 39 | (a)W.C. pan with ISI marked white solid plastic seat and lid |
| 40 | 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 |
| 41 | (a)15 mm nominal outer dia. Pipes. |
| 42 | (b)20 mm nominal outer dia. Pipes. |
| 43 | Providing and fixing unplasticised PVC connection pipe with brass unions : (I)45cm length |
| 44 | (a)15 mm nominal bore |
| 45 | Providing and fixing PTMT bib cock of approved quality and colour. |
| 46 | (a)15mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 47 | Providing and fixing PTMT stop cock of approved quality and colour. |
| 48 | (a)15 mm nominal bore, 86 mm long. Weighing not less than 88 gms. |
| 49 | Providing and fixing unplasticised Rigid PVC SWR drainage pipes Type-A conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382(i) single socketed pipes |
| 50 | (a)110 mm diameter |
| 51 | Providing and fixing unplasticised Rigid PVC SWR drainage pipe fittings conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382 |
| 52 | (a)110 mm dia tee |
| 53 | (b)110 mm dia bend |
| 54 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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. |
| 55 | (a)110 mm dia |
| 56 | Cleaning of septic tank, inlet and outlet chambers including removal and disposal of night soil, cleaning with disinfectants etc all complete. |
| 57 | Cleaning of manholes and connecting drainage lines including removal and disposal of night soil, cleaning with disinfectants etc all complete. |
| 58 | Providing and applying Dr. Fixit New coat (two or more coats applied @ 10.00 ltr./10 sqm) over and including priming coat with Dr.Fixit Primeseal as per manufactures specification (7-8 sqm per litreof diluted primeaseal with water in the ratio 2parts of Primeseal and 1 part of water) on roo/terrace for water proofinf treatment including cleaning and preparing the surface as per the direction of the Engineer in Charge. Please Enable Macros to View BoQ information |
