|
| 1 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 15 cm measured at a height of 1 m above ground level ,if required , Providing and spraying herbicide such as Amonium Sulfamate on vegetation and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared as directed by Engineer-in-Charge. |
| 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m. All kinds of soil. |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 4 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. |
| 5 | Demolishing brick work 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. In cement mortar |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a)Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 9 | 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 and for all lift. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 11 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like |
| 12 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 13 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel :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) |
| 14 | 12 mm cement plaster of mix :(a)1:6 (1 cement: 6 coarse sand) |
| 15 | 15 mm cement plaster on rough side of single or half brick wall of mix:(a)1:6 (1 cement: 6 coarse sand) |
| 16 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.(a)Red sand stone |
| 17 | Raking out joints of stone masonry surface to the required width and depth, with due care and precaution, by mechanical / manual means, including preparing and cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish to the dumping ground within 50 metre lead. |
| 18 | Pointing on stone work with cement mortar (1:3).Raised and cut pointing |
| 19 | Finishing walls with Acrylic Smooth exterior paint of required shade : (a) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 20 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a)250 mm dia. R.C.C. pipe |
| 21 | Pumping out water from the vacant DDA land, gram sabha land and overflowing water bodies caused by heavy rainfall, river seepage, broken water mains or drains and disposal to nearby s.w. drain or land as directed by Engineer-in-Charge. Note: In this item, The rate is inclusive of cost of services of operating staff, diesel/petrol/kerosene oil, lubricating oil, providing & fixing discharge hose pipe & foot valve hose pipe |
| 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. |
| 23 | Providing & fixing precast concrete garden bench without arm rest made of M30 concrete with reinforced conrete Planks of size 1500*100*50mm made with vibration compaction method using plastic moulds for impeccable finish. |
| 24 | Providing and fixing DOUBLE STAND PLASTIC BRANDED DUSTBIN-100 ltr capacity |
| 25 | Total Amount of DSR(1 to20) = 4996271.66 A |
| 26 | Total of item (21 to 22)= 87308.00 B |
| 27 | Total amount after applying GST Correction Factor @0.973 on A =4861372.32 C |
| 28 | Add cost index @4.03 on C = 195913.30 D |
| 29 | Total(B+C+D) 5144593.62 Please Enable Macros to View BoQ information |
