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| 1 | Excavation, transportation and hilling of local earth by mechanical transport upto a lead of 500m also i.c. ramming and watering of earth in layer not exceeding 20 cm in trenches, plinth side of foundation etc. complete within all leads and lifts as per work as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 2 | Cutting in earth work and disposal of surplus excavated earth upto all leads and lifts in Pick, jumper work as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 3 | Excavation in foundations, 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 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 within a lead of 20 metres. |
| 4 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | 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 and propping etc. with wooden batten and ballies, in all heights 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 in :- |
| 6 | Column, pillar, posts and struts upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts. |
| 7 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 8 | Providing and laying cement concrete 1:3:6 (1 Cement : 3 Sand :6 graded stone aggregate 40 mm nominal size) and curing complete work excluding cost of form work in foundation and plinth as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 9 | Foundation footings bases of columns and the like; and mass concreteas per direction and to the entire satisfaction of Engineer-in-Charge. |
| 10 | Providing and laying cement concrete 1:2:4 ((one cement: two sand: four graded stone aggregate 40 mm nominal size and curing cimplete excluding cost of for in foundation and plinth in all leads and lift as per direction and entire satisfaction of Engineer in Charge |
| 11 | Column, pillar, posts and struts upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts. |
| 12 | Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 13 | Providing Boulder Filling under floor complete in all leads and lift as per direction and to the entire satifaction of Engineer in charge. |
| 14 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement: 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement: 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. |
| 15 | Providing and laying cement concrete 1:2:4 ((one cement: two sand: four graded stone aggregate 40 mm nominal size and curing cimplete excluding cost of for in foundation and plinth in all leads and lift as per direction and entire satisfaction of Engineer in Charge |
| 16 | Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40mm nominal size) with 15% Plum and curing complete excluding cost of form work in retainin walls/breast walls, the size of plums shall usually by 150mm to 300mm as per HPPWD specification as per direction and to the entire satisfaction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
