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| 1 | Demolition above ground level . upto floor two level including stacking of serviceable materials within 20 Metres lead Un-reinforced cement concrete upto 15cm thickness within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work. |
| 2 | Excavation in foundation , trenches etc., in all kinds of soil such as pickwork, jumper work blasting work, in soft / hard rock, including chiseling wedging out of rocks clearance of bushes etc.including shoring, dewatering etc. in all leads and lifts stacking the excavated soil upto any lead and lift clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth , sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus earth within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work. |
| 3 | Laying, jointing and testing DI pipe with sigpot and socketed clas K-7 IS 8329-2000 jointing with cement mortor within all leads and lifts as per the entire satisfaction of the Engineer-in-charge |
| 4 | 150 mm dia |
| 5 | Providing and laying cement concrete 1:4:8(1 cement:4 sand:8 graded stone aggregate 40 mm nominal size)and curing complete excluding the cost of form work in foundation and plinth in all leads & lifts & to the entire satisfaction of Engineer-in-Charge. |
| 6 | Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:3(1cement:3sand) 2nd class brick complete all leads and lifts to the entire satisfaction of Engineer-in-charge. |
| 7 | 15 mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) in all leads and lifts. |
| 8 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain. |
| 9 | Vertical surfaces such as wall (any thick.) partitions & the like including attached pillasters, buttresses,plinth & string courses & the like with in all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work. |
| 10 | Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.(In Arches not exceeding 6.00 mtr.span)complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work. |
| 11 | Laying mild/ tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level including carriage of material complete in all respect within all leads and lifts complete to the entire satisfaction as directed by the Engineer-in-charge of the site of work.(Labour rate). |
| 12 | Providing & laying cement concrete work 1:2:4 (1cement : 2 sand :4 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- |
| 13 | Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bressumers & cantilever upto floor level. |
| 14 | APPLYING CEMENT SLURRY ON R.C.C SLAB OR C.C WORK USING 2.75 K.G OF CEMENT PER SQM OF FLOOR AREA BEFORE LAYING CEMENT CONCRETE FLOORING INCLUDINGROUGHENING OF CONCRETE SURFACES COMPLETE WITHIN ALL LEAD AND LIFTS AS PER DIRECTION OF ENGINEER-IN-CHARGE. |
| 15 | Providing and fixing SFRC Man hole cover with frame having frame size of 500 mm internal dia (Medium duty) The Weight of cover & frame should not less than 100 kg including carriage of material in all leads & lifts. Please Enable Macros to View BoQ information |
