|
| 1 | Clearing & grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, sapling and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials, up to a lead of 1000 mtr. Including removal & disposal of top organic soil not exceeding 150mm in thickness etc. Complete as per direction of Engineer-in-Charge. (Premeasurement to be recorded prior to execution) |
| 2 | Earth work in excavation of any suitable types of soil in approved borrow area by mechanical means and unloading the soil within initial lead of 5.00 Km. on properly prepared and scientifically approved surface of emabankment in proper profiles including rough dressing and breaking clods to maximum 5cm to 7cm size including removal of roots, bushes and other deleterious materials from transported earth with all cost, carriage, royalty, labour, welfarecess and laying in layers not exceeding 22.50cm in depth including watering of earth work upto OMC condition @ 95% dry density by suitabe compacting equipment including construction of haul road, cost of hire and running charges of all the machineries, T & P, cost of fuel, lubricants, cost of labour, carriage, royalty, taxes, cess etc. Complete as per specification and direction of the Engineer-in-charge. (Measurement will be taken on finished compacted level section under OMC condition and earth to be arranged by the contractor at his own cost and responsibility) |
| 3 | Collecting, supplying and stacking good quality Moorum & sand in regular box heaps of size 1.50mx 1.50m x 0.50m to be measured as one cum and admixing moorum and sand in 60:40 proportion and laying in sub base in layers to the required thickness not exceeding 100mm with all leads, lifts and delifts including cost, conveyance, royality and taxes of all materials etc. with all labour and hire charges of T&P materials required for the work, watering and compacting to the required density in OMC condition with PRR including hire and running charges of machineries etc. Complete asper direction of Engineer-in-Charge. |
| 4 | Earth work in excavation of foundation in all kinds of soil by manual means/mechanical means with all leads, lifts & delifts including leveling and dressing the foundation bed upto design bed level and depositing the excavated earth away from the working area including breaking clods maximum 5cm to 7cm in size and laying in layers not exceeding 0.30mtr. in depth including bailing out water and dewatering if required etc. Complete as per direction of Engineer-In-Charge |
| 5 | Filling foundation and plinth with sand including watering & ramming with all labour and T&Ps with all leads, lifts and delifts including cost carriage & royalty of all materials etc. Complete as per direction of Engineer-in-Charge |
| 6 | Cement concrete (1:3:6) using 4cm size hard granite crusher broken metal free from weathered skin surface of uniform colour and texture from approved quarry and approved quality conferming to specification, mixing by concrete mixture including hoisting and laying concrete in position with all leads, lifts, and delifts including cost conveyance, royalty and taxes of materials including dewatering by suitable means, supplying T&P curing for specified period with hire and running charges of machineries required for the work, construction and maintenance of coffer dam and approach road if required till completion of work etc. Complete as per direction of Engineer-in-Charge. |
| 7 | Rigid smooth centering and shuttering for RCC/CC work including false work and dismantling them after casting and removing the debris away from the working area and stacking the useful materials for reuse including cost, carriage, royalty and taxes of all materials with all labour to the site of work etc. Complete as per direction of the Engineer-in-Charge. |
| 8 | Cement concrete (1:2:4) using 12mm size hard crusher broken granite chips/aggregate free from weathered skin surface of uniform colour and texture from approved quarry and approved quality conforming to specification mixing by concrete mixure including hoisting, laying concrete in position including cost, carriage, royalty and taxes of materials including dewatering by suitable means, supplying T&P curing for specified period with hire and running charges of machineries required to the site of work with curing upto required period etc. Complete as per direction of Engineer-in-Charge. |
| 9 | Filling foundation and plinth with excavated materials including watering ramming with all labour and all T&Ps with all leads, lifts and delifts including cost carriage & royalty of all materials etc. Complete as per direction of Engineer-in-Charge |
| 10 | Labour for laying and fixing in position of 150mm dia RCC spun pipe NP3 with collar jointed with Cement Mortar (1:3) including cost, conveyance ,royality of all materials and curing including supply of hume pipes with cost, carriage and all other taxes of the materials to the site of work etc. Complete including curing as per direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
