Trough Wall Lining And Repair Of Structure Of Minor No . 13R Of Taking From Hingima Distributary Of Hariharjore Irrigation Project Canal Works, Hip, Birmaharajpur-Odisha
TDR : 22556520
Tender Notice
BOQ
Expired
Hip, Birmaharajpur
Odisha
Trough Wall Lining And Repair Of Structure Of Minor No . 13R Of Taking From Hingima Distributary Of Hariharjore Irrigation Project Canal Works
Name of Work: Trough wall lining and repair of structure of Minor No 13R offtaking from Hingima Distributary of Hariharjore Irrigation Project.
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Earth work in excavation in all kinds of soil with initial lead of 50m and initial lift of 1.50m and laying the excavated materials canal bank in filling reaches/ spoil banks in 22.5cm layers including trimming of slopes and bed to design section as directed by the Engineer –in –charge.
389
Cum
2
2
Supplying and laying coarse sand in canal bed in proper thickness and level for sub base of cement concrete lining in bed including cost, conveyance , royalty and taxes of all materials , all labour complete as directed by the Engineering - in - charge.
87.52
Cum
3
3
Plain Cement Concrete grade M-15 using 20mm and down graded black hard granite crusher broken chips using cement, coarse and fine aggregates of approved quality, mixed in a concrete mixer of not less than 0.2 cum capacity / appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film (in bed), spreading the concrete with shovels, rakes, compacted using needle / screed / plate vibrator and finished in continuous operation including provision of construction joints, curing of concrete for 14-days, as per the direction of Engineer in Charge.
87.52
Cum
4
4
Plain Cement Concrete grade M-15 using 20mm and down graded black hard granite crusher broken chips using cement, coarse and fine aggregates of approved quality, mixed in a concrete mixer of not less than 0.2 cum capacity / appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, (in Wall), spreading the concrete with shovels, rakes, compacted using needle / screed / plate vibrator and finished in continuous operation including provision of construction joints, curing of concrete for 14-days, as per the direction of Engineer in Charge.
190.32
Cum
5
5
Shoring and shuttering for C.C. / R.C.C. foundation, Plinth band, Footing base of column, mass concrete, Partitioning filter materials in cross drains and in junction of longitudinal cross drains, Trough wall etc, and removing them after laying of filter materials and concrete.\n
1517.42
Sqm
6
6
Filiing in foundation and plinth with excavated materials including watering and ramming etc complete in all respect as per the direction of the Engineer-in-charge
256.74
Cum
7
7
Excavation of any approved type of soil in approved borrow area by mechanical means and loading into and transportation by mechanical means and unloading the soil on properly prepared and scientifically approved surface excluding watering and compaction in embankments of canal for al heights including construction, maintenance, watering and lighting of haul road and borrow area etc complete as per the direction of the Engineer in charge. (Measurement of the fill to be taken on the finished section)
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