Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date4 Oct 2024
Closing Date15 Oct 2024
Tender Amount₹ 13,11,172.48 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Construction Of Channel Wall Of , Disilting And Strengthening Of Bank Of Mv-06 Minor Within R.d. 0.00 Km To R.d. 2.500 Km Of Rmc Of Sip, Malkangiri.

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Providing and laying cement concrete of grade M-15 with 20 mm and down graded black hard granite (crusher broken) stone chips including hoisting and laying of approved quality from approved quarry including cost, conveyance and royalty of all materials with all labour charges and labour cess etc. complete and as per the direction of the Engineer-in-Charge.

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Rigid smooth centering and shuttering for R. C.C. works including false work and dismantling the same specified date of casting and disposal of debries, clear of work site including all cost, carriage of materials with all labour charges and labour cess etc. complete and as per the direction of the Engineer-in-Charge.

250

61825

247.3

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Filling foundation and plinth with excavated materials including watering and ramming and with all cost, conveyance and royalty of all materials with all labour charges & labour cess etc. complete and as per the direction of the Engineer-in-Charge.

164.1

24582

149.8

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Providing weep holes in abutments and wing walls of size 8 cm x 23cm size including metal spall backing in rear complete including centering and shuttering if required with all labour charges and cess etc. complete and as per the direction of the Engineer-in-Charge.

67

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Earth work in foundation in hard soil within 50 mtr lead and 1.50 mtr initial lift including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.30 mtr in depth with all labour charges and cess etc. complete and as per the direction of the Engineer-in-Charge.

504

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Earth work in cutting ordinary soil with all leads and lifts including rough dressing and breaking clods to maximum 5 cm to 7 cm and laying in layers not exceeding 0.30 mtr with all labour charges and cess etc. complete and as per the direction of the Engineer-in-Charge.

600

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