Irrigation And CAD Department Tender

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The Irrigation And CAD Department has issued a formal invitation for competitive bids for Construction Of Check Dam At Wankidi (v) Neradigonda(m) Adilabad District in Adilabad, Telangana, with an estimated contract value of Rs. 3,17,25,623. The bid opening date for this tender is 03-10-2023 and the last date for bid submission is 17-10-2023. Interested bidders for Irrigation And CAD Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Irrigation And CAD Department Tender

Works
Civil And Construction
Water Storage And Supply
Opening Date3 Oct 2023
Closing Date17 Oct 2023
Tender Amount₹ 3,17,25,623 
Notes
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CD Wankidi;Providing, fabricating and placing in position reinforcement steel for RCC,below 36 dia rods overlaps and wastages wherever required, tying with 1.25 mm diameter soft annealed steel wire, including cost of all materials, machinery, labour etc., complete with initial lead upto 1 km and all lifts. Overlaps and wastage as per NHAI-data Lap jointing considered for bars upto 36 mm diameter. as per Drawing or as directed by Engineer-in- Charge

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CD Wankidi;Supply and Fixing of High Performance Expansion Joint Filler Board confirming to IS 1838; 20 mm thick as per Drawing or as directed by Engineer-in- Charge

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CD Wankidi;Excavation for Structures- Mechanical Means ( Data adopted from MORTH) Earth work in excavation in all kinds of soils of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Depth upto 3 m as per Drawing or as directed by Engineer-in- Charge.

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CD Wankidi;Providing and constructing contraction joints by fixing 31 cm wide central bulb type PVC water stop in single line supported by 10 mm dia steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, valcunising joints etc., complete with all leads and lifts. as per Drawing or as directed by Engineer-in- Charge

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160670

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CD Wankidi;Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N /sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, Scffolding, cleaning, batching, mixing, placing in position in levelling , Vibrating, finishing, curing, etc., complete with initial lead upto 50 m and all lifts. as per Drawing or as directed by Engineer-in- Charge. Note: If water is to be brought from other place add only lead charges @ 500 ltr / cum. (Cement content: 330 kg / cum CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)

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CD Wankidi;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, watering, compacting to density control of not less than 95 percent or as stipulated using Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts. as per Drawing or as directed by Engineer-in- Charge.

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CD Wankidi;Providing and Constructing 225 mm thick dry rubble stone pitching including cost of all materials,labour,hand packing,finishing etc.,complete as per Drawing or as directed by Engineer-in- Charge ( rubble stones : 0.2475 cum/sqm)

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CD Wankidi;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 sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts. (Cement content: 280 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) as per Drawing or as directed by Engineer-in- Charge.

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