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| 1 | Dismantling stone slab flooring laid in cement mortar including stackingof serviceable material and disposal of unserviceable material within 50metres lead. |
| 2 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. |
| 3 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 4 | Dismantling manually/ by mechanical means including stacking ofserviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : bituminous road |
| 5 | 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) |
| 6 | Excavating trenches of required width for pipes, cables etc. including excavation for sockets & dressing of sides, ramming of bottoms depth up to 1.5 m including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering etc. & disposal of surplus excavated soil as directed within a lead of 50 m: All kind of soil: Pipes cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 7 | Providing, laying & jointing glazed stoneware pipes Grade ‘A’ with stiff mixture of cement mortar in the proportion of 1:1 (1-cement: 1-fine sand) excluding testing of joints etc complete: 150 mm diameter. |
| 8 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | Making connection of drain or sewer line with existing manhole includingbreaking into and making good the walls, floors with cement concrete1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) cement plastered on both sides with cement mortar 1:3 (1cement : 3 coarse sand), finished with a floating coat of neat cement andmaking necessary channels for the drain etc. complete :For pipes 100 to 250 mm diameter |
| 10 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, for all lift, including getting out the excavated soil and disposalof surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 11 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:2:4 (1 cement : 2 coarse sand (zone-ill) derived fromnatural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources) |
| 12 | 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) |
| 13 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster |
| 14 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Square shape 450 mm internal dimension |
| 15 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of all colour and texture exceptBlack, Cherry/Ruby Red |
| 16 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 17 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 18 | Providing and laying 60 mm thick faciory made cement concreteinterlocking 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 19 | Providing and fixing PTMT pillar cock of approved quality and colour. 15 mm nominal bore, 107 mm long, weighing not less than 110 gms |
| 20 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 32 mm dia |
| 21 | Hiring of Manpower for day to day maintenance of toilets in th area of Sub-Division-I (SD) Swachhta Division, as per detailed below and to the entire satisfaction of Engineer-in-charge.(a) Painter |
| 22 | 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. Please Enable Macros to View BoQ information |
