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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | Accepted-Technical Technical Qualified |
| 2 | Accepted-Technical | Accepted-Technical Technical Qualified |
| 3 | Rejected-Technical VILLAGE MANDOW TEHSIL JOSHIYARA DISTRICT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | Rejected-Technical Technical Not Qualified |
| 4 | Rejected-Technical 11 30 | PITHORAGARH | UTTARAKHAND | 262501 | Rejected-Technical Technical Not Qualified |
| 5 | Rejected-Technical | Rejected-Technical Technical Not Qualified |
Tender Value
₹6.5 Cr
EMD Value
₹13.0 L
Closing Date
12 May 2026, 5:00 pmClosed
S E IRRIGATION WORK CIRCLE NEW TEHRI
OFFICE OF SUPERINTENDING ENGINEER IRRIGATION WOK CIRCLE NEW TEHRI
Flood protection work of Ghansali Town Bhilangana River in Block-Bhilangana District Tehri Garhwal (REACH 0.00 KM TO 1.400 KM BOTH BANK)
2026_IRDCE_94742_2
01/SE/2026-27 Dated 27-04-2026
Open Tender
Civil Works
Item Rate
365 days
Ghansali New Tehri
AS PER STANDARD BIDDING DOCUMENT
2 documents required · 2 mandatory
₹5,900
EXECUTIVE ENGINEER IRRIGATION DIVISION NEW TEHRI
₹13.0 L
OFFICE OF S E IRRIGATION WORK CIRCLE NEW TEHRI
29 May 2026
28 Apr 2026
13 May 2026
28 Apr 2026
12 May 2026
29 Apr 2026
2 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Ordinary Rock with Dozer with lead upto 100 m Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 2,544.75 | Cum | - | - |
| - | Earthwork in excavation for Hard rock (blasting prohibited) Upto 3 m depth including 1.5 m depth in hard rock | 655.2 | Cum | - | - |
| - | Providing concrete for plain/reinforced concrete in C.C Blocks complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3.6 | 8,976 | Cum | - | - |
| - | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm,edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions). | 87.75 | Cum | - | - |
| - | Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 3,000 | Hrs | - | - |
| - | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD
Uttarakhand specifications) | 1,606.5 | Cum | - | - |
| - | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202. | 6.45 | Tonne | - | - |
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