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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.0 CrAccepted-AOC AVADHPURI NURA HAZARIBAGH JHARKHAND | ₹36.0 Cr | L1 | Accepted-AOC Lowest Evaluated Bidder |
| 2 | L2₹36.2 Cr+₹23.3 L (0.65%)Rejected-Finance | ₹36.2 Cr+₹23.3 L (0.65%) | L2 | Rejected-Finance L2 |
| 3 | L3₹37.9 Cr+₹1.9 Cr (5.35%)Rejected-Finance | ₹37.9 Cr+₹1.9 Cr (5.35%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Non Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technically Non Responsive |
Tender Value
₹38.2 Cr
EMD Value
₹38.2 L
Closing Date
22 Jul 2024, 5:00 pmClosed
Project Director (Technical)
JUIDCO Bhavan, Kutchery Chowk
Barki Saraiya Urban Water Supply Scheme with 5 years of Operation and Maintenance
2024_UDD_87119_1
JUIDCO/NIT/Barki/UWSS/24/611
Open Tender
Civil Works
Item Rate
820 days
Barki Saraiya
Please refer tender Documents
5 documents required · 5 mandatory
₹25,000
₹38.2 L
JUIDCO Bhavan, Kutchery Chowk
2 Jan 2025
22 Jun 2024
23 Jul 2024
22 Jun 2024
22 Jul 2024
22 Jun 2024
22 Jun 2024 - 1 Jul 2024
1 Jul 2024
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 2 | Earthwork in excavation of foundation trenches of toe wall, spillway ,head regulator, outlet , intake well etc. as per designed section in all kind of soil including moorum soil,soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction of E/I. | - | - | - | - |
| 3 | Lift O to 1.50 M | - | Per M3 | - | - |
| 4 | Lift 1.5 to 2.5 M | - | Per M3 | - | - |
| 5 | Lift 2.5 to 3.5 M | 1 | Per M3 | - | - |
| 6 | Lift 3.5 to 4.5 M | - | Per M3 | - | - |
| 7 | Lift 4.5 to 5.5 M | 1 | Per M3 | - | - |
| 8 | Lift 5.5 to 6.5 M | - | Per M3 | - | - |
| 9 | Lift 6.5 to 7.5 M | - | Per M3 | - | - |
| 10 | Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in hard rock where blasting is needed & stacking properly in approved stack size in approved stack yard (beyond 50m from the edge of the trenches in the country side) with initial lead of 150 m & initial lift of 1.50m as per specification & direction of E/I (Excavated hard rock size should not be more than 150 lb.) | - | - | - | - |
| 11 | Lift 7.5 to 7.55 M | - | Per M3 | - | - |
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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146748645.pdf
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MergedDrawingsBarkiSaraiya.pdf
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