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| 1 | Earthwork in excavation of foundation of structure by mechanical means in all kind of soil in wet & dry condition, shoring shuttering, propping bullahs, dewatering the foundation including dressing, leveling, ramming the foundation bed & sides with pneumatic rammers/fuel operated compactors and removing the excavated materials with all leads, lifts and delifts away from worksite & depositing the excess materials in spoil banks or any other specified places by manual/mechanical means etc. complete with all cost, conveyance and T&P as per direction of the Engineer-in-charge. |
| 2 | Filling in foundation and plinth with sand well watered and rammed manually or compacting by mechanical means including cost, conveyance and taxes of all materials & labour supervision overhead charges and contractor profit with all leads, lifts, delifts etc. complete as per drawing, specification and direction of the Engineer-in-charge. |
| 3 | Cement Concrete grade M-15 with 40mm down gredded crusher broken hard granite chips aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labours supervision overhead and contractor profits including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. |
| 4 | RCC M-20 grade with 20mm down gredded crusher broken hard granite chips aggregates free from weathered skin surface and any other deleterious materials, using sharp coarse sand of approve grading & quality confirming to the specifications, using water of approved quality & using cement as per approved specification with all leads, lifts, delifts & transportation by mechanical / manual means, including cost, conveyance, royalties & taxes of all other materials labours supervision overhead and contractor profits including with dewatering by suitable means with all cost, mixing the concrete mix ingredients in concrete mixer, vibration of concrete by mechanical means, supplying T & P, watering, curing for specified days by suitable means including cost & carriage of water, construction of coffer dam / approach road, diversion road, mobilization & demobilization of men & hire and running charges of all machineries and equipments etc. including quality control testing charges as per approved drawing, design, specification & direction of the Engineer-in-Charge. |
| 5 | Supplying, laying and fixing in position RCC spun pipe 1200mm dia confirming to NP3 with collar jointed in CM (1:3) including cost, carriage & all other taxes, all labour, cess T&P etc complete as per the direction of Engineer-in-charge. |
| 6 | Labour charge for cutting, bending, binding, tying the reinforcement steel bars of different diameters conforming to I.S.1786 and I.S 432 of reputed manufacture such as SAIL all diameters tying the grills in position at all heights including cost of rod, binding wire 18 to 20 gauge with cost, conveyance, taxes of all materials including concrete chairs, dowel, benches, lapping, wastage & welding wherever necessary with all lifts, delifts including quality control testing charges of uncoated HYSD bar with cost of labour T&P required for the work etc. complete as per the design, specification & direction of the Engineer-in-Charge. |
| 7 | Rigid & smooth centering and shuttering form RCC works including false works and dismentaling them after costing in RCC foundation, plinth band and footing bases of column means concrete precast slab etc. including cost, conveyance & taxes of all materials, labour and T & P and supervision, overhead charges and contractor profit etc. complete with mobilization, demobilization and hire running charges of all machinaries and equipments with all leads, lifts, delifts etc. complete as per drawing design & direction of the Engineer-in-Charge. |
| 8 | Filling in foundation and plinth with excavated materials in layers including watering and ramming manually or compacting by mechanical means including cost, conveyance and taxes of all materials & labour supervision overhead charges and contractor profit with all leads, lifts, delifts etc complete as per drawing, specification and direction of the Engineer-in-charge. |
| 9 | Earth work in excavation of any approved type of soil brought from in borrow area by mechanical/manual means loading into and transportation by any means and unloading the soil with 5 Km. lead on properly prepared and scientifically approved surface and breaking clods to maximum 5 cm to 7cm including spreading and leveling the earth in 22.50 cm, layers to amke ready for watering and compacting with sheep foot rollers and dozers but excluding and compaction in dam and dykes for all heights with all leads, lifts and delifts including cost, carriage, royalty , taxes of all materials with cost of labour, T&P required for the work including lighting and watering of haul roads and borrow area etc. complete as per direction of Engineer-in-charge.(Borrow area should be arranged by contractor and Measurement to be taken on finishes compacted section on initial and final level basis). |
| 10 | Excavation in ordinary soil for dismantling of coffer dam & diversion road within initial lead of 50m. and over initial lift of 1.50 m. including bailing out water, rough dressing & breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.30 m. in depth including cost, conveyance, royalty and taxes of all materials and labour, supervision, overhead charges, contractor profit, mobilization, demobilization with all lead, lifts and delifts as per the direction of the Engineer-in-charge. |
| 11 | Earth work in excavation of drain both in dry and wet conditions by mechanical means in all kind of soil including stoney earth, gravel moorum mixed with all leads, lifts and delifts, dewatering including trimming of slopes and bed to design section and depositing the excavated materials to the spoil banks or any other approved place including leveling and rough dressing for formation of embankment as per the specification and design with cost of hire charges of all machineries T & P ,operations maintenance cost with all leads, lifts and delifts etc complete including taxes, labour cess T& P etc . complete with all cost incidental to the work as per the drawing specification and direction of the Engineer-in-charge. (Measurement to be taken on initial and final level of sections) Bed width within 8.00mtr. Please Enable Macros to View BoQ information |
