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| 1 | Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting sofr/hard rock or chaselling soft/hard rock where blasting is prohibiated in all lifts including triming and dressed of sides, levelling of beds to corrects grades including shoring, shuttring, planking, timbering where ever required, stacking the usable/servisable material/soil separately complete in all respect with in all leads and lift as per the direction of Engineer-in Charge |
| 2 | 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. |
| 3 | Prov. and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth. |
| 4 | 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work including all leads and lifts in:- )Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like. |
| 5 | Foundation footings bases of columns etc. and the like mass concrete. |
| 6 | Flat surfaces such as soffits of suspended floors, roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness. |
| 7 | Vertical surfaces such as soffits of suspended floors, roofs, landings and the like including attached pillasters,buttresses, plinth and string courses and the like. |
| 8 | Edges of slabs and breaks in floorand wall under 20 cm wide. |
| 9 | Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:- |
| 10 | Foundation and plinth. |
| 11 | Walls (any thickness) but not less than 0.1 m thickness)attached pillasters,buttresses, plinth and string courses etc.from top of foundation level upto floor two level. |
| 12 | 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 |
| 13 | Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level. |
| 14 | Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :- a) Tor steel. |
| 15 | Prov. in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement:3 sand) |
| 16 | Supplying & fixing MS Man hole cover using of angle iron frame 25x25x4 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. |
| 17 | Providing, Laying/Jointing & Testing in trenches ,G.I Pipe (Light grade) i.e G.I Tee, G.I Union, G.I Bends, G.I Elbow, G.I Sockets, G.I Nipple etc. in all respect for house service connection complete in all respect as per site measurement complete as per satisfaction of Engineer -in Charge.(earth work in trenches to be measured and paid for separately) . |
| 18 | 15 mm dia nominal Bore |
| 19 | 20 mm Dia nominal Bore |
| 20 | 25 mm Dia nominal Bore |
| 21 | 40 mm Dia nominal Bore |
| 22 | Providing and fixing brass Wheel valve of superior quality including fitting complete as per directions of the Engineer-in-Charge. |
| 23 | 15 mm dia |
| 24 | 20 mm Dia |
| 25 | 32 mm Dia |
| 26 | 40 mm Dia Please Enable Macros to View BoQ information |
