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| 1 | Chipping of RCC/Stone masonary walls/ plastering with in all leads and lifts as per the direction of the Engineer in Charge. |
| 2 | 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 : |
| 3 | Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge. |
| 4 | 15 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:3 (1cement: 3sand) within all leads and lifts and as directed by the Engineer-in-charge. |
| 5 | Providing RCC 1:2:4 in Column, Pillors Etc. (Column) |
| 6 | Beams |
| 7 | Slabs |
| 8 | Providing and fixing of mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge. |
| 9 | 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. |
| 10 | In Column/Pillar |
| 11 | In Beams |
| 12 | In slabs |
| 13 | Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. |
| 14 | Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge. |
| 15 | Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately) |
| 16 | 15mm dia |
| 17 | 20mm dia |
| 18 | 25mm dia |
| 19 | 32mm dia |
| 20 | Providing and replacing of G.I union (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge. |
| 21 | 15mm Dia |
| 22 | 20mm Dia |
| 23 | 25mm Dia |
| 24 | 32mm Dia |
| 25 | Providing and replacing of G.I nipples (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge. |
| 26 | 15mm Dia |
| 27 | 20mm Dia |
| 28 | 25mm Dia |
| 29 | 32mm Dia |
| 30 | Providing and replacing of copper alloy gate valves (Heavy Duty) ISI marked with in all leads and lifts as per direction of Engineer-in-Charge |
| 31 | 15mm Dia |
| 32 | 20mm Dia |
| 33 | 25mm Dia |
| 34 | 32mm Dia |
| 35 | 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. |
| 36 | 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. |
| 37 | 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. |
| 38 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge. Please Enable Macros to View BoQ information |
