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| # | Company | Amount | Status |
|---|---|---|---|
| 1 | ₹7.1 Laccepted-aoc | ₹7.1 L | accepted-aoc |
Tender Value
₹6.9 L
EMD Value
₹6,928
Closing Date
4 Jun 2026, 5:00 pmClosed
Superintending Engineer, Irrigation Circle, Medak
Superintending Engineer, Irrigation Circle, Medak
5th call - RAT - Restoration of Dasarivani Kunta near, Jhansilingapur (V), Ramayampet (M), Medak (Dist).
703822
11/SE/IC/MDk/2026-27 Dt:26.05.2026
OPEN
Civil Works
MEDAK
13 documents required · 11 mandatory · 2 optional
₹246
₹6,928
19 Jun 2026
26 May 2026
27 May 2026
Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.
Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, including cost of all materials, machinery, labour, placing the excavated stuff for formation of embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.
Benching old embankment with slopes 0.45x0.45
Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30cm 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,atering, compacting to density control of not less than 95 percent or as stipulated using Sheep footroller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Excavation for Structers- Mechanical Means (Data adopted from MORTH ) Earth work in excavation in all kinds 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 meters)
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)
Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength 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)
Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Excluding transportation & taxes. 450 mm dia NP3 class Pipes for Sluices (SOR 2025-26- Page No 584)
Laying and jointing 450 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(RR-CCDW-6-2) (Cement content: 17.40 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg/joint) (RR-CCDW-6-2 )SOR 2021-22- Page No 423 Including Rubber rings 450 mm dia size NP-3 Class.
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.
Clearing thick jungle growth ( less than 50 percent open space ) including bushes upto 30 cm / parthenium and other weeds including burning or disposing off the same as directed etc., complete.
Excavation in all kinds of soil including boulders upto 0.30 m dia for field channels, including cost of all materials, machinery, labour, placing the excavated stuff for formation of embankment as directed etc., complete with lead upto 10 m and lift upto 3 m.
Benching old embankment with slopes 0.45x0.45
Providing homogeneous embankment using soil from approved borrow area in layers of 25 to 30cm 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,atering, compacting to density control of not less than 95 percent or as stipulated using Sheep footroller / Vibratory roller/ 8 to 10 tonne power roller etc., complete with initial lead upto 1 km and all lifts.
Excavation for Structers- Mechanical Means (Data adopted from MORTH ) Earth work in excavation in all kinds 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 meters)
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)
Providing and laying insitu vibrated M-15 ( 28 days cube compressivestrength 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)
Manufacture, Supply and Delivery of R.C.C. Spun / Vibrated Cast (Reinforced) Socket and Spigot pipes conforming to B.I.S. 458/2003 at ex-factory (rate per meter of effective length) Excluding transportation & taxes. 450 mm dia NP3 class Pipes for Sluices (SOR 2025-26- Page No 584)
Laying and jointing 450 mm dia. NP- 2 class or IRC standard hume pipes in CM 1 : 2 proportion by volume including cost of all materials ( excluding pipes and collars ), machinery, labour, aligning, packing joints with hemp, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(RR-CCDW-6-2) (Cement content: 17.40 kg / joint, FA : 0.022cum/joint, Hemp Yarn : 0.127kg/joint) (RR-CCDW-6-2 )SOR 2021-22- Page No 423 Including Rubber rings 450 mm dia size NP-3 Class.
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.
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Dasarivani Kunta, J Lingapur V Schedule A.xls
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Dasarivani Kunta, J Lingapur V Boq.xls
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11 5th call Bid Document of Dasarivani Kunta, J Lingapur V.docx
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Specification_Booklet (2).docx
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