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| 1 | Civil Work : Earth work in excavation of foundation in hard soil or gravelly soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding .0.3m depth and as per direction of the Engineer-in-Charge |
| 2 | Supplying and filling in foundation and plinth with sand including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. |
| 3 | Cement concrete of proportion (1:3:6) in F&F using 40mm size bhg metal of approved quality including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect . |
| 4 | Dismentalling brick or stone masonry in lime or cement mortar under 3m height including stacking the useful materials for re-use and removing the debris with in 50m lead including cost of all labour with T&P etc. complete. |
| 5 | Fly Ash Brick masonry in C.M. (1:6) using 9\\" size in Foundation & Plinth using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge. |
| 6 | Fly Ash Brick masonry in C.M. (1:6) using 9\\" size in Super structure using of 23cmx11cmx8cm size brick having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge. G.F |
| 7 | R.C.C. work of proportion M-20 grade having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position etc complete as per direction of Engineer-in-Charge. Column base. |
| 8 | Plinth beam |
| 9 | Column Super structure |
| 10 | Cutting, straightening coiled or bent up M.S. Rod or tor steel of SAIL/ TATA / RINL (VIZAG) make including bending, binding, welding and joining if necessary and tying the grills and placing in position as required for R.C.C. Work and for providing fan hooks as required, hoisting, lowering, laying including cost, conveyances, taxes of M.S. Rod or tor steel and binding wires of 18 to 20 gauge and labour required for the work for bending, binding and tying the grills in all floors (Linear measurement will be taken and quantity will be calculated basing on the standard weight of B.I.S. for M.S. Rods or tor steel only. Wastage if any, including weight of binding wire will not be considered for measurement) etc. complete as per specification & direction of Engineer-in-charge. |
| 11 | Providing 12 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge. |
| 12 | Providing 16 mm thick cement plaster with cement mortar of mix (1:6) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls in all heights after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials with cost of all labour,labour cess, T&P, and scaffolding required for the work etc. complete in all respect as directed by the Engineer in charge |
| 13 | Wall painting two coats with weather coat of approved shade & approved make over s coat of primng to external wall to give an even shade etc including cost of all materials, taxes & labour with T&P etc. complete in all floors as per the direction of Engineer in charge. |
| 14 | Filling in foundation trenches and plinth, with excavated earth including laying the earth in layers not exceeding 23.5 cm thick ramming & watering with all leads & lifts including cost of all labour,T&P completed as directed by the Engineer-in-charge. |
| 15 | Carraige of earth by mecahnical means with cost of all lead & lift upto 5Km. including cost of all labour,T&P etc complete. |
| 16 | Providing fitting & fixing of Razor wire concertina coil including cost,conveyance labour with T&P etc Please Enable Macros to View BoQ information |
