|
| 1 | Excavation in foundation, trenches etc.in earth work, lift upto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in 15cm layers, when required, into plinths, sides of foundations, etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres in pick jumper work. |
| 2 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand :6graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation & plimnth. |
| 3 | Providing and laying cement concrete 1:1.5:3(1cement: 1.5sand:3agg. Stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in walls including attached buttresses, pilaster of their caps & bases and their caps and bases and string courses etc upto floor two level in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 4 | Foundation and plinth (bed) within all lead and lifts |
| 5 | wallas including attached buttress,pilasters and their caps and string. |
| 6 | Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge. |
| 7 | Flat surfaces such as soffits of suspended floors, roofs landings and like, floors etc. upto 200 mm in thickness including all leads and lift and carriage of materials at site. |
| 8 | Vertical surface such as walls ( Any thickness) including attached pillasters, buttresses, plinth & string courses. |
| 9 | Providing and laying cement concrete 1:2:4 (1cement: 2 sand :4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in In foundation and plinth. |
| 10 | Providing and fixing Man Hole cover with frame of M.S. sheet and angle size 500mm(weight of Main!Hole not less 58kg). Including welding with all leads, lifts and carriage of material at site and as directed by the Engineer - In - Charge |
| 11 | Providing mild steel/tor steel rainforcement for rainforced concrete work I/c bending, binding and placing in position complete with all leads, lifts and carriage of material at site and as directed by the Engineer - In - Charge |
| 12 | Laying and jointing GMS pipes(light grade)of various dia metre for inlet, outlet and scour pipe including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 13 | 50mm nomimal bore |
| 14 | Providing and fixing of copper alloy gate valves with in all leads and lifts and entire satisfection of Engineer in Charge. |
| 15 | 50 mm nominal size |
| 16 | Steel work welded in built up section truses and framed work including cutting hoisting, fixing in postion and applying a priming coat or red lead painting in grating framed guard bars, ladders, railing, bracket and similar works I/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 17 | Providing and laying cement concrete 1:2:4 ( 1cement: 2 sand: 4 graded stone aggregate 20 mmmonimal size and curring complete excluding cost of form work in foundation and plinth all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. |
| 18 | Providing and placing in horizontal layers, filtering media duly graded screened, washed and cleaned as specified by Engineer-Incharge;- |
| 19 | Top layer;-fine sand :- Eff;size 0.20mm to 0.40 mm and uniformity 3.00) |
| 20 | Second layer;- ( Coarse sand 3mm to 6mm)( Bazri 6mm to 20mm) |
| 21 | Third Layer:- (Bazri 6mm to 20mm) |
| 22 | Fourth layer :- (Bazri 20mm to 25mm) |
| 23 | Bottam layer:- (Broken stone 50mm to 75mm) Please Enable Macros to View BoQ information |
