Name of Work:- Restoration to 1A1 Disty of Jajpur Canal System.
Sl. No.
Item Description
1
Earth work in excavation of foundation in ordinary soil with initial lead of 50m and initial lift of 1.50m including dressing and leveling the bed & sides and depositing the excavated earth away from the work site including labour cess etc. complete as per the direction of the Engineer-in-charge.
2
Filling foundation and plinth with sand with well watered and rammed including cost, carriage, royalty of sand, cess etc. complete as directed by the Engineer-in-charge.
3
Providing and laying cement concrete M-15 with 40 mm size down graded black hard granite (crusher broken) stone chips free from weathered skin and other deleterious materials including hoisting and laying concrete curing for required days including all labour, cost, conveyance and royalty of materials etc. complete as directed by Engineer-in-charge.
4
Providing and laying cement concrete M-15 with 20 mm size down graded black hard granite (crusher broken) stone chips free from weathered skin and other deleterious materials including hoisting and laying concrete curing for required days including all labour, cost, conveyance and royalty of materials etc. complete as directed by Engineer-in-charge.
5
Rigid and smooth centering and shuttering for R.C.C works including false works and dismantling them after casting including cost of materials, labour css etc. complete as per direction of Engineer-in-charge.
6
Providing weep holes in plain / reinforcement cement concrete abutments, wing and return walls with 100mm dia Ac pipes, extending through full width of the structure with the slope of 1V:20H towards drawing force with cost, carriage, royalty of materials, labour and machineries etc. complete as per direction of Engineer-in-Charge.
7
Excavation of any approved type of soil in approved borrow area by mechanical means loading into and transportation by mechanical means and unloading the soil with initial lead of 5.00km on properly preapared and scientificaly approved surface including spreading and leveling the earth in 22.5cm layers to make ready for watering and compaction by vibratory rollers in dam & dykes for all heights including construction, maintainance and lighting of haul road and borrow area in layers not exceeding 22.5cm to 95% proctor dry density including hire and running charges of all the machinaries including cost of royalty and labour cess etc. all complete as per specification and direction of the Engineer-in-Charge. (Measurement will be taken on finished compacted level section under OMC condition) Please Enable Macros to View BoQ information
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