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| 1 | Earth work in excavation by Mechnical means (Hydrulic excavator ) over areas (exceeding 1.5m in width as well as 10 sqm on plan ) including disposal of excavated earth lead upto 50m and lift upto 1.5m as directed by Engineer incharge |
| 2 | All Kind of Soil 60% |
| 3 | Ordinary Rock 20% |
| 4 | Hard Rock (B.P) 20% |
| 5 | Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50m |
| 6 | All Kind of soil 80% |
| 7 | Ordinary Rock 10% |
| 8 | Hard Rock (B.P) 10% |
| 9 | Dumping /Filling of stones in horizontal level excluding cost of stone |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:3:6 (1 cement: 3 coarse sand (zone-III) derioved from natural sources: 6 graded stone aggregate 20mm nominal size derived from natural sources) (Crushed) |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand (zone-III) derioved from natural sources: 4 graded stone aggregate 20mm nominal size derived from natural sources) |
| 12 | Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete.. |
| 13 | Random Rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 2 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1: 6 (1 cement: 6 coarse sand) |
| 14 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominalsize). |
| 15 | Cement concrete flooring 40mm thick 1:2:4(1cement: 2 Coarse sand: 4 graded stone agg.) finished with a floating coat of net cement slurry, but excluding the cost of nosing of step etc. comlepte 40mm thick with 20mm size stone agg. |
| 16 | Reinforced cement concrete work in wall’s (any thickness) including attached pilasters, buttresses plinth and string courses, fillets columns, pillars piers, abutments, post and struts etc up to floor 5 level excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement 1.5 course sand and 3 graded crushed stone agg. 20mm nominal size. |
| 17 | Reinforced cement concrete work in beams suspended floors,roofs having slope upto 15* landings,balconies shelves,chajjas, lintels bands plain window sills,staircases and spiral stair cases upto floor five level excludiing the cost of centring shuttering,finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size. (crushed agregates) |
| 18 | Reinforcement for RCC works including straightening ,cutting,bending placing in position and binding and all complete.Hot Rolled deformed bars. |
| 19 | Providing PVC 75mm pipe weep hole incl. fixing with steel as directed by site engineer at site |
| 20 | Dewatering of water / diversion of water caused by spring tidal or river seepage. |
| 21 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m |
| 22 | Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness |
| 23 | Steel work in building up section incl. welding , carriage etc complete made up with angle iron frame IMSC , MS flate iron & MS sheet (for manhole / escape gate etc) as directed by site engineer. |
| 24 | Supplying / Fixing MS regulatory gate at head work including all fixtures with pulley & Chain etc as per the direction of site engineer. |
| 25 | Providing , Laying and fixing of PVC Pipe of 300mm dia , at required spot including all fittings items and joints with electro-fusion. |
| 26 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of site engineer. |
| 27 | Demolishing cement concrete manually/ by mechanical means including disposalof material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 28 | Clearing jungle including uprooting of rank vegetation, grass, brush wood,trees and saplings of girth up to 30 cm measured at a height of 1 mabove ground level and removal of rubbish up to a distance of 50 moutside the periphery of the area cleared |
| 29 | Hand-packing stones in wire-crates : including cost of crates, stone and carriage of stone by MT 1Km and HL 100m |
| 30 | Carriage of crate from sources to actual site of work for avg lead of 30 Km by MT& 100m by HL |
| 31 | Carriage of material from source to site of work including loding un loading and stacking complete |
| 32 | (i)(Sand / stone.) by an avg lead of 03 Km by MT 100 Mtr by Head load |
| 33 | (ii)Cement by an avg lead of 6 Km by MT 100 Mtr by Headload |
| 34 | (iii)Steel by an avg lead of 06 Km by MT 100 Mtr by Headload Please Enable Macros to View BoQ information |
