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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
| 4 | Rejected-Technical AT CHARRIMUNDA PO CHARRIMUDNDA PS KURDEG DIST SIMDEGA | Rejected-Technical Technically Non Responsive |
| 5 | Rejected-Technical ADARSH NAGAR HIRAPUR DHANBAD | DHANBAD | DHANBAD | JHARKHAND | Rejected-Technical Technically Non Responsive |
Tender Value
₹38.2 Cr
EMD Value
₹38.2 L
Closing Date
21 Aug 2023, 5:00 pmClosed
Gopal Jee
JUIDCO Bhawan, Kutchery Chowk, Ranchi
Barki Saraiya Urban Water Supply Scheme with 5 years of Operation and Maintenance
2023_UDD_73675_1
JUIDCO/NIT/Barki Saraiya/UWSS/23/555
Open Tender
Civil Works
Item Rate
730 days
Barki Saraiya
Please refer Tender documents.
5 documents required · 5 mandatory
₹25,000
Managing Director JUIDCO Ltd
₹38.2 L
JUIDCO Bhawan, Kutchery Chowk
6 Feb 2024
21 Jul 2023
22 Aug 2023
21 Jul 2023
21 Aug 2023
21 Jul 2023
21 Jul 2023 - 2 Aug 2023
3 Aug 2023
| 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
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
cancelled_1.pdf
pdf • 5.61 MB
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details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 2.54 MB
BarkiSaraiyaSBDFinal.pdf
Tender Documents • 4.29 MB
BOQ_98829.xls
BOQ • 0.60 MB
MergedDrawingsBarkiSaraiya.pdf
Additional Documents • 13.56 MB
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