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| 1 | Providing single under reamed pile foundation of 300mm dia including the labour charges for bending and binding and cost of reinforcement upto 6.00m depth from the specified level made of RCC M20 grade using 20mm and down graded hard granite crusher broken chips and sharp sand from approved quarry free from weather skin dust and other deleterious materials including mixing in concrete mixure, hoisting and laying concrete with all leads, lifts, delifts and placing over scientifically approved surface, supplying T&P including watering and curing for specified days with cost of all materials, carriage, royalty, labour cess, hire and running charges of machineries, dewatering by suitable means etc. comlete as per specification and direction of the Engineer-in-charge. |
| 2 | Earth excavation of foundation in all kinds soil within 50m initial lead and 1.50m initial depth including dressing & leveling the bed within 1.5 m in depth & depositing the exacavated soil within initial lead of 50m and shorting, shuttering, dewatering and foundation etc. comlplete including labour cess etc. complete as per the direction of Engineer-in-charge. |
| 3 | Filling and foundation and plinths with sand well wattered and rammed including cost, conveyance, royalty and all other taxes of materials and all cost of labour etc. complete including labour cess as per the direction of Engineer-in-charge. |
| 4 | Providing and laying cement concrete M-15 with 40mm size down graded coarse aggregates of approved quality mixing by concrete mixure and placing manually, compacting with vibrator including hire and running charges of mixure, vibrator with cost, conveyance, royalty of all materials, labour charges and materials complete as per direction of the Engineer-in-Charge. |
| 5 | Providing and laying plan/reinforced cement concrete of M-20 grade in approved surface using 20mm and down graded size black hard granite (crusher broken) chips and sharp sand of approved grading from approved quarry for PCC/RCC work conforming to specification, mixing by concrete mixture including hoisting and laying concrete in position, compacting with vibrator with all leads, lifts, delifts for mix concrete, royalty of all materials & cess including dewatering by suitable means, supplying T&P, curing for specified days by suitable means with supervision charges including mobilization and demobilization with cost of construction and dismantling of gangway and scaffolding, chute with all materials, approach road, diversion road, site illumination, hire and running charges of machineries required for the work as per approved drawing and specification complete with all cost incidental to the work as directed by Engineer-in-charge. |
| 6 | Supplying, fitting and placing HYSD tor steel reinforcement bars of required dia of approved quality with straightening, cutting, bending, binding and tying and placing in position including cost of rod and binding wire of 18 to 20 gauge and carriage charges, labour complete including all incidental charges with labour cess in all heights and depths as per approved drawing, specification and direction of Engineer-in-charge. |
| 7 | Providing form work for concrete with F1 finish for with steel shutters rigidly fixed and removal forms and making good to the surfaces where necessary with all labour, materials, T&P including all incidental charges with labour cess in all heights and depths as per approved drawing, specification all complete as per specification and direction of Engineer-in-charge. |
| 8 | Providing weep holes in RCC abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1V:20H to words drawing foce complete as per the approved drawing and technical specification including cost, conveyance, royalty and all other taxes of materials and all cost of labour etc. complete including labour cess as per the direction of Engineer-in-charge. |
| 9 | Excavation of any approved type of soil in borrow area by mechanical means and unloading the soil with initial lead of 5.00 km on properly prepared and scientifically approved surface including spreading and leveling the earth in 22.5 cm layers and watering earth work upto OMC condition and compaction by vibrator rollers in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries complete in dams, dykes for all heights etc. including labour, cess and royalty. (Measurement will be taken on timeshed compacted section under OMC condition as per the direction of Engineer-in-Charge). Please Enable Macros to View BoQ information |
