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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹5.2 Laccepted-aoc | ₹5.2 L | accepted-aoc |
Tender Value
₹5.0 L
EMD Value
₹13,000
Closing Date
29 Jun 2026, 11:00 amClosed
Executive Engineer SRBC Division No03 OWK
OWK,Kurnool Dist
Improvements and repairs to lining of Kathva kaluva of Thimmaraju tank Distributory in Owk village & mandal in Nandyal district
948736
. 20/2026-27, Dated: 20.06.2026
OPEN - NCB
Earthworks to Canals and Lining
NANDYAL
8 documents required · 6 mandatory · 2 optional
₹177
₹13,000
14 Jul 2026
22 Jun 2026
22 Jun 2026
(manual means of excavation and conveyance) Excavation in all kinds of soil including boulders upto 0.30 m dia. for foundations of canal cross drainage and other appurtenant structures and placing the excavated stuff neatly in specified dump area or disposing off the same as directed etc., complete with initial lead upto 50 m and initial lift upto 3 m.
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 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)
Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 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 : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum)
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