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| 1 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs. In pick and jumper work in all lead and lift as per the direction of engineer in charge. |
| 2 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 3 | Demolition above ground level up to floor level including disposal of unserviceable witrh in 20mtr lead,( unreinforced cement concrete upto 15mm thickness)with all leads and lifts as per direction of Engineer -in -Charge. |
| 4 | Excavation in earth work and disposal of all excavated earth such as pick work , jumper work , blasting work in hard/ soft rock, including dewatering in saturated soil upto all leads and liftsdisposed earth to be levelled and neately dressed within all leads and lifts as per the driction of Engineer-in Charge. |
| 5 | Excavation in drains and Channel etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dressing of side and bed and disposing of excavated earth up to all leads and lifts and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 6 | Providing and laying cement concrete 1:5:10 with 15% plum ( 1 cement : 5sand : 10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 7 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 8 | Providing and laying cement concrete work 1 : 2 : 4 ( 1 cement : 2 sand: 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 9 | Foundations footings, bases of kuhl, channel, and the like mass concrete within all leads and lifts as per direction of Engineer-in-Charge. |
| 10 | Walls of kuhl / channel (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 11 | Providing and laying cement concrete work 1 : 2 :4 ( 1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in |
| 12 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts. |
| 13 | Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 14 | Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies for all height of propping and centering below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 15 | Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 millimeters in thickness within all leads and lifts as per the direction of Engineer-in-Charge. |
| 16 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in-Charge. |
| 17 | Providing tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 18 | Steel work welded in built up sections including cutting,hoisting,fixing in position and applying a priming coat of red lead paint in:- grating,framed guard,bars ladders,railing brackets & similar works as per direction of engineer-in-charge. |
| 19 | Providing & laying HDPE pipe 250mm dia grade PE 80 and PN-4 class confirming to IS 4984-1995 with fusion welding process including all necessary fittings, tees & bends of all degree in all leads and lifts to the entire satisfaction of Engineer-in-charge (Earth work in trenches to be measured and paid for separately) |
| 20 | Providing and fixing MS flat 25x5mm including fixing to frame to laid the HDPE pipe embedding in cement concrete block 30x10x15cm(1cement :3 sand : 6 graded stone aggregate 20mm nominal size as per enitre satisfaction of engineer-in-charge. |
| 21 | Wire crate made of G.I. wire filled with boulders with square cut faces aginst the wire ( wire crate to be measured and paid for separetaly) the weight of boulder should not be less than 18 kg.each within all leads and lifts as per the direction of Engineer-in -Charge. |
| 22 | Wire crate made of G.I. wire filled with boulders with square cut faces against the wire ( boulder filling to be measured and paid for separetaly)G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre within all leads and lifts as per the direction of Engineer-in -Charge. The wire crate to be made of GI wire(15 mm thick)re hand woven and double knitted twisted |
| 23 | Providing and fixing M.S. Nakka Plate /Control gate 5mm thickness (17.90 Kg.) complete in all respect within all leads and lifts as per the direction of Engineer -in- Charge. |
| 24 | Providing and fixing M.S. plate V-Notch 90 degree the weight of notch 30.97 kg. complete in all respect within all leads and lifts as per the direction of Engineer -in- Charge. Please Enable Macros to View BoQ information |
