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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Finance | -31.50% | ₹3.4 L | L1 | Admitted-Finance |
| 2 | L2₹3.6 LAdmitted-Finance | -28.90% | ₹3.6 L | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Major head is wrong 0515 instead of 0059 |
Updated dates
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
3 Feb 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD RNB Division Thathri
Sewa Market link Road. By way of crate wallin km 1st RD 150 200 permanent Restoration under UT Capex
2026_PWDJK_300589_4
e-NIT NO. 64 OF 2025-26
Open Tender
Civil Works
30 days
Thathri
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Executive Engineer PWD Division Thathri
₹10,000
Yes
12 Feb 2026
14 Jan 2026
4 Feb 2026
14 Jan 2026
3 Feb 2026
14 Jan 2026
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.
All kinds of soil :
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% boulders
Hand-packing stones in wire-crates; including cost of crates and stones
Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.
Carriage of material by Mechanical Transport
Carriage of Stone an avg. lead of 10 km by MT
Carriage of Sand an avg. lead of 10 km by MT
Carriage of Bajiri an avg. lead of 10 km by MT
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