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| 1 | Excavation in earth work in all heights and depth in all kinds of soils, including saturated soil comprising of pick work, jumper work, and blasting work both in soft and hard rock with chiselling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site in all leads and lifts. |
| 2 | Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 20mm nominal size) and curing complete including cost of form work in:Foundation and plinth and wall etc. including carriage of materials upto all leads and lifts. |
| 3 | Providing form work with steel plates 3.15 mm( three decimal fifteen millimeter ) thick welded with angle iron in frame of 30x30x5mm(thirty into thirty into five millimeter) so as to give a fair finish including centering shuttering strutting and propping etcetera with wooden battens and ballies for all heights of propping and centering below supporting floor to ceiling and removal of the same for in-situ reinforced concrete and plain concrete work in including carriage of materials upto all leads and lifts. (a) Vertical surfaces such as walls (any thickness) partitions and like i/c attached buttresses, pillasters, plith and string courses and the liike including carriage of materials upto all leads and lifts. |
| 4 | (b) Suspended floors, roofs, landings, balconies and access platformincluding enitre carriage of material within all leads and lifts and other incidentials as per the direction by the Engineer-in-charge . |
| 5 | © Edge of slabs and breaks in floors and walls. |
| 6 | 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 :1:2:4 (1 cement : 2 coarse sand):4 graded stone aggregate 20 mm nominal size) Foundation and walls and slabs and curing complete, mixing the material in mechanical mixture and compacting the concrete with viberator complete excluding cost of form work and reinforcement for reinforced concrete work including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. including carriage of materials upto all leads and lifts. |
| 7 | Providing and laying tor steel reinforcement for reinforced cement concrete work including ,bending binding,straightening and placing in position complete in all floor level/ heights including cost of binding wire complete including entire carriage of material within all leads and lifts and other incidentials as per the direction by the Engineer-in-charge . |
| 8 | laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) with spun yarnincluding testing of joints etc. Complete900 mm dia RCC pipes. including carriage of materials upto all leads and lifts.The RCC pipe of 900mm dia NP3 would be supplied atlabour hostel bathu which involves 5km lead the mechanical carriage , loading and unloading will be done by the contractor and nothing shall be paid extra on this account. These incidental expenditure covered in the item laying of pipes completed in all respect. |
| 9 | Dismantling 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 cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screeing, bajri, and labour required water bound macadam road thickness upto 100 mm. |
| 10 | Dismantling 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 cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screeing, bajri, and labour required bituminous portion thickness upto 300 mm. |
| 11 | Providing and fixing in position pre-cast RCC manhole cover and frame of required shape and approved quality HD-30 circular shape 560mm internal diameter i/c carriage of material within all leads and lifts. |
| 12 | Demolishing reinfoced cement concrete manually/ by mechanical means including disposal of material within all lead and lifts as per direction of Engineer - in - charge. |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) Foundation and walls and floor and curing complete, mixing the material in mechanical mixture and compacting the concrete with viberator complete excluding cost of form work and concrete work including carriage of materials upto all leads and lifts and as per the direction of Engineer-in-Charge. |
| 14 | Laying old cement cencrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, 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. (Old CC paver blocks shall be supplied by the department free of cost). |
| 15 | Taking out existing CC interlocking paver blocks from footpath/central verge, including removal of rubbish etc. disposal of unserviceable material to the stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 16 | Providing and laying factory made chamfered edge cement Concrete Paver blocks in footpath, parks, lawns, drive ways or light traffic, parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in requied colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedded/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per requied size and pattern, finishingand sweeping extra sand. complete all as per direction of Engineer-in-Charge 80mm thick CC paver block of M-30 grade with approved color desing and pattern. |
| 17 | Cleaning of nallah using JCB machine/ manual, including removal of sludge and disposal of the sludge away from the site using tractor trolley complete in all respect and direction of engineer-in-charge. Please Enable Macros to View BoQ information |
