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| 1 | Excavation in foundations, trenches etc. in earth work,lift uoto 1.50 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. Layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in lead of 20 metres. |
| 2 | Excavation in Drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead 20metres and lift upto 1.5 metres disposed earth to be levelled and neatly dressed. |
| 3 | Providing, Laying and jointing in trenches galvanised mild steel tube (light grade) (Earth work to be measured and paid for separately). |
| 4 | 15 mm |
| 5 | 20 mm |
| 6 | Providing and fixing of brass wheel valve of superior quality ISI Marked of following dia and as per entire satisfaction of Engineer-in-Charge. |
| 7 | 15 mm |
| 8 | 20 mm |
| 9 | 32 mm |
| 10 | Providing and fixing of GI Unions of superior quality ISI Marked of following dia and as per entire satisfaction of Engineer-in-Charge. |
| 11 | 15 mm |
| 12 | 20 mm |
| 13 | 32 mm |
| 14 | Providing, Laying and Jointing of polythene reprocess pipe pressure rating / PN-6 Class i/c P/F of fittings in distribution system (Earth work in trenches to be measured and paid for seperately). |
| 15 | 32 mm |
| 16 | Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in :- a) Foundation and plinth. |
| 17 | Providing and laying cement concrete work 1:1.5: 3(1cement:1.5 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:- |
| 18 | P/L CC 1:1.5:3 in Fondations footings bases of columns and mass concrete. |
| 19 | Walls (any thickness) but not less than 0.10 m thickness) attached pillasters, buttresses,plinth and string courses etc. from top of foundation level upto floor two level. |
| 20 | Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :- |
| 21 | Suspended floors, roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level. |
| 22 | Providing Form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring , shuttering, strutting & propping etc. with wooden battens & ballies, height of propping & centring below supporting floor to ceiling not exceeding 4 mtrs.& removal of the same for insitu reinforced concrete & plain concrete work in. |
| 23 | Vertical surfaces such as walls (any thickness) partitions & the like I/c attached pillasters, buttresses plinth and string courses and the like : |
| 24 | Flat surfaces such as soffits of suspended floors, roofs, landings & the like Floors etc. above 200 mm in thickness : |
| 25 | Providing tor steel reinforcement for RCC work including bedning, binding and placing in position complete up to floor two level. |
| 26 | Supplying & fixing MS Man hole cover using of angle iron frame 25*25*4 mm welded with MS sheet including painting with red oxide and black paint including locking arragnement complete in all respect and entire satisfaction of Engineer-in-Charge. |
| 27 | Providing RCC work smooth finishing of the exposed surface with cement mortor 1:3 (1 Cement : 3 Sand) |
| 28 | Connectivity of inlet, Outlet and over flow pipes including fitting and testing complete in all respect and entire satisfaction of the Engineer-in-Charge. (Cost of pipe shall be paid for seperatly Please Enable Macros to View BoQ information |
