Irrigation And CAD Department Tender

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Irrigation And CAD Department Tender

Civil And Construction
Drainage Work
Opening Date2 May 2022
Closing Date16 May 2022
Tender Amount₹ 4,72,248 
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Strengthening the Left Bank of Apparao Channel from Km.4.200 to 6.00 in Nidadavolu (M) (M) in W.G;Labour charges for driving piles wll in the ground including removing the edge and driving including nailing/tying with binding wire/rope/country twine and etc., complete and as directed by the Engineer-in-charge.

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1584

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Strengthening the Left Bank of Apparao Channel from Km.4.200 to 6.00 in Nidadavolu (M) (M) in W.G;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N /sq mm ) grade cement concrete using 40 mm down size approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing and etc., complete with initial lead upto 50 m and all lifts (Cement content: 260 kg / cum with use of super plasticiser(0.4% by wt. of cement), CA : 0.90cum, Blending Ratio of CA--50:30:20, FA : 0.40 cum) for finished item of work as per drawings specifications and as directed by the Engineer-in-Charge

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37656

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Strengthening the Left Bank of Apparao Channel from Km.4.200 to 6.00 in Nidadavolu (M) (M) in W.G;Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30 cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sorting out, transportation, spreading soil in layer of specified thickness, breaking clods, sectioning,etc.,complete with initial lead upto 1 km and all lifts. and etc., complete and as directed by the Engineer-in-Charge.

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147312

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Strengthening the Left Bank of Apparao Channel from Km.4.200 to 6.00 in Nidadavolu (M) (M) in W.G;Providing compacted embankment for field irrigation channels with gravely soil from approved borrow area including sorting out, spreading in layers of 15 cm thickness, breaking clods, watering, compacting, dressing sides to required slopes etc.,complete with lead upto 50 m and all lifts and all lifts. and etc., complete and as directed by the Engineer-in-Charge.

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