Repair Of Aqueduct At Rd55.2725Km And Bed Lining With Toe Wall From Rd55.340Km To Rd55.390Km, De-Silting And Strengthening From Rd55.330Km To Rd56.200Km Of Gmc Civil Works, Malkangiri-Odisha
TDR : 32273291
Tender Notice
BOQ
Expired
Malkangiri
Odisha
Repair Of Aqueduct At Rd55.2725Km And Bed Lining With Toe Wall From Rd55.340Km To Rd55.390Km, De-Silting And Strengthening From Rd55.330Km To Rd56.200Km Of Gmc Civil Works
Name of Work:Repair of Aqueduct at RD55.2725Km and Bed lining with toe wall from RD55.340Km to RD55.390Km, De-silting and strengthening from RD55.330Km to RD56.200Km of GMC
Sl. No.
Item Description
1
Clearing Shrub jungle uprooting stumps and small bushes trees below 1.00 mt grith on pre-measurement etc complete and as per direction of the Engineer-in-Charge.
2
Removing old lime or cement plaster from walls including racking out joints 12mm deep and removing the debries within 50mt initial lead etc complete and as perthedirection of the Engineer-in-Charge .
3
Earth work in excavation of foundation in hard soil within 50mt initial lead and initial lift 1.50mt inicluding rough dressing and breaking clods to max5cm to 7cm and laying in layers not exceeding 0.30mtin depth etc complete and as per the direction of the Engineer-in-Charge.
4
Providiong,mixing,spreading of moorum and sand admixture and consolidation with HRR including watering, ramming etc.with all cost, conveyance, royalty, taxes and cess etc. complete and as per the direction of the Engineer-in-Charge
5
Providing and laying cement concrete of grade M-15 with 20mm down graded granite coarse aggregate for concrete lining to the bed & slopes of canal with sleeper beams, keys etc in pannels including supply of all materials, labour &machineries compacting with space vibrator or manually & finishing the concerte surface including triming and dressing of canal bed and slopes including cutting trenches for sleeper beam, keys and drainage etc including watering and compaction of slopes and bed with hannd rammers to proper profile and supplying and laying polythene film of 100 micron coplete as directed by Engineer-in-Charge .(By Manual)
6
Earth work filling in foundation and plinth with excavated material including watering and ramming etc.all complete and as per the direction of the Engineer-in-Charge.
7
20 mm thick cement plaster (1:4) including cost ,conveyance and royalty of all materials including curing etc. complete and as per the direction ofEngineer-in-Charge.
8
Earth work in excavationin ordinary soil with one extra lift over the initiallead of 50mt and initial lift of 1.50mtinicluding rough dressing and breaking clods to max5cm to 7cm and laying in layers not exceeding 0.30mt in depth and as per the direction of the Engineer-in-Charge.
9
Excavition of any approved type of soil in approved borrow area by mechanical means andloading in to transportation by mechanical means and unloading the soil with initial lead of 1.00 Km to 5.00 Km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.50 cm layersto make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including,construction,maintenance, watering of haul roads etc. and ramming rolling complete in all respects with all labour, T & P ,Cess etc . and as per directed by theEngineer-in-Charge .
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