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 Kobbai (v) Bela(m)adilabad District in Adilabad, Telangana, with an estimated contract value of Rs. 1,46,54,101. The bid opening date for this tender is 30-09-2023 and the last date for bid submission is 16-10-2023. 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

Opening Date30 Sep 2023
Closing Date16 Oct 2023
Tender Amount₹ 1,46,54,101 
Notes
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CD Kobbai;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, gradedaggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting,finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts.If water is to be brought from other place add only lead charges @ 500 ltr /cum. to the data (Cement content: 330 kg / cum,(0.4% by wt. of cement), CA :0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) as per Drawing or as directed by Engineer-in- Charge.

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CD Kobbai;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 including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc.,complete for plain concrete works with initial lead upto 1 km and all lifts. ( Cement content : 260 kg / cum , CA : 0.90 cum, 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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5371115

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CD Kobbai;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

74.05

787

58322

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CD Kobbai;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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525448

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CD Kobbai;Providing impervious hearting embankment with soil collected in embankment area in heaps as part of disposal of excavated soil from canal including cost of all materials,machinery, labour, all operations such as sortingout, spreading in layer of 25 cm before compaction, breaking clods, sectioning, watering and compacting each layer to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with lead upto 1 km for water as per Drawing or as directed by Engineer-in- Charge.

938

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77010

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

59.4

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64033

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CD Kobbai;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, 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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6122856

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CD Kobbai;Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, seating of embankment for field channels etc., including dressing of bed and sides to required profile, cost of all materials, machinery, labour, placing the excavated stuff for formation of service road / embankment as directed etc., complete with lead upto 10 m and lift upto 3 m as per Drawing or as directed by Engineer-in- Charge.

9101

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