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| 1 | Excavation in foundation and trenches etc. In earthwork lift 1.5 m, stacking the excavated soil not more than 3 m clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation etc., consolidateing each deposited layer by ramming and watering and then disposing off all surplus excavated earth as directed within a lead of 20 m in pick and jumper work. |
| 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 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. |
| 4 | 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:- |
| 5 | Lintels, beams etc. Foundation and plinth. |
| 6 | 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. |
| 7 | Lintels, beams girders bressumers ans cantilevers upto floor two leval. |
| 8 | 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 :- |
| 9 | Suspended floors, roofs, landing and shelves and their supports, balconies, beams, girders, bressumeers and cantilivers upto floor two level. |
| 10 | Providing and laying No fine concrete 1:6 (1 Cement : 6 Graded stone aggregate 40 mm nominal size) and curing complete. |
| 11 | Walls any thickness. |
| 12 | 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. |
| 13 | Vertical surfaces such as walls (any thickness) partitions & the like I/c attached pillasters, buttresses plinth and string courses and the like : |
| 14 | Flat surface such as soffits of suspended floors, roofs landings and the like: floors etc. Up to 200 mm in thickness. |
| 15 | Beam , cantilever, girders and lintles sides & soffits of beams, beam haunchings, cantilevers, bressumers and lintles not exceeding 1 metre in. |
| 16 | Providing mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete. |
| 17 | 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 arrangement complete in all respect and entire satisfaction of Engineer-in-Charge. |
| 18 | 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 pipes shall be paid for saperately). |
| 19 | Laying and Jointing in trenches galvanised mild steel tube (light grade) (Earth work to be measured and paid for separately). |
| 20 | 25 mm |
| 21 | 32 mm |
| 22 | Providing and Fixing of GI Unions of superior quality ISI Marked of following dia and as per entire satisfaction of Engineer-in-Charge. |
| 23 | 25 mm |
| 24 | 32 mm |
| 25 | Providing and placing filter media. |
| 26 | Bottom layer stone ballast 25 mm to 50 mm. |
| 27 | Middle layer stone ballast 20 mm to 25 mm. |
| 28 | Top layer bajri 6 mm to 12 mm. Please Enable Macros to View BoQ information |
