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| 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: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:- |
| 4 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. |
| 5 | Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. |
| 6 | Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in : |
| 7 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. |
| 8 | Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. |
| 9 | 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 |
| 10 | 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. |
| 11 | 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. |
| 12 | Vertical surface such as walls ( Any thickness) including attached pillasters, buttresses, plinth & string courses. |
| 13 | 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. |
| 14 | 32mm nomimal bore |
| 15 | Providing and fixing of copper alloy gate valves with in all leads and lifts and entire satisfection of Engineer in Charge. |
| 16 | 32 mm nominal size |
| 17 | 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. |
| 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) |
| 24 | Providing and fixing Man Hole cover with frame of M.S. sheet and angle size 500mm(weight of Main!Hole not less 35kg). Including welding with all leads, lifts and carriage of material at site and as directed by the Engineer - In - Charge |
| 25 | Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge. |
| 26 | Providing andf laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification. |
| 27 | Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge. |
| 28 | Providing and fixing of Finolex pipe 50mm dia. In R/Wall including all re-fitting i/e elbowa, sockets etc. with in all leads aand lifts as per the direction of the Engineer in Charge. |
| 29 | Manufacturing and fixing Intake-cum- filter box 60x60x60 cm with M.S. sheet (3.15mm thick) by cutting and welding (two layers) including MS angle achors 40x40x6 mm at corners, catch trough 20 cm on one side of box with MS bar screens having mesh size not more than 5 mm, inside MS perforated sheet with holes not more than 5mm to support filter media.Providingoutlet with G.I. pipe 65 mm dia GI nipple with suitable reducing socket and inside remove-able wire mesh strainer mesh size notmore than 5mm, 25 mm dia G.l.socket for overflow and scouring fixed with plug, complete with locking arrangement and handles for lifting including placing in position at site with appoxy painting inside and outside as per design and drawing with all leads and lifts as per direction and satisfaction of Engineer-in-charge. Intake-Cum- Please Enable Macros to View BoQ information |
