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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical As Per Attach |
| 2 | Accepted-Technical PLOT NO 137 2ND FLOOR AVTAR ENCLAVE PASCHIM VIHAR NEW DELHI 110063 | WEST | DELHI | 110063 | Accepted-Technical As Per Attach |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹116.6 Cr
EMD Value
₹2.3 Cr
Closing Date
25 Jun 2026, 5:00 pmClosed
Suprintending Engineer,
Office of the Suprintending Engineer, IWC Srinagar Garhwal
Construction of Syunsi Barrage across Eastern Nayar river in Block Bironkhal Distt.- Pauri Garhwal, Uttarakhand.
2026_IRDCE_96119_1
01/SE/2026-27
Open Tender
Civil Works
Item Rate
1080 days
Syunsi Barrage across Eastern Nayar river in Block
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID SRINAGAR GARHWAL
₹2.3 Cr
Office of the Suprintending Engineer, IWC Srinaga
14 Jul 2026
1 Jun 2026
26 Jun 2026
1 Jun 2026
25 Jun 2026
9 Jun 2026
1 Jun 2026 - 7 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Chapter-1:- Barrage Structure | - | - | - | - |
| 2 | Earthwork in excavation for structures in Ordinary soil Upto 3 m depth as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | - | Cum | - | - |
| 3 | Earthwork in excavation for structures 3 m to 6 m depth as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | - | Cum | - | - |
| 4 | Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | - | Cum | - | - |
| 5 | Providing concrete for plain/ reinforced concrete Nominal mix 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 1 | Cum | - | - |
| 6 | R.C.C grade M 25 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 | 1 | Cum | - | - |
| 7 | R.C.C. grade M 25 in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) | - | Cum | - | - |
| 8 | Providing and laying reinforced cement concrete R.C.C M 25 in superstructure Height upto 5m as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 | 1 | Cum | - | - |
| 9 | Providing and laying reinforced cement concrete R.C.C M 25 in superstructure Height 5m to 10 m as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 . | 1 | Cum | - | - |
| 10 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6) | - | Tonne | - | - |
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details.html
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Tendernotice_1.pdf
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SBDSyunsiBarrageffff.pdf
Tender Documents • 2.12 MB
DrawingSyunsi.pdf
Additional Documents • 1.63 MB
BOQ_113597.xls
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CorrizendumEMD.pdf
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