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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-Finance 0 03 | ₹2.4 Cr | L1 | Accepted-Finance AS PER EVALUATION REPORT |
| 2 | L2₹2.4 CrRejected-Finance VILLAGE MANDOW TEHSIL JOSHIYARA DISTT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹2.4 Cr | L2 | Rejected-Finance AS PER EVALUATION REPORT |
| 3 | Rejected-Technical MAHADEV COLONY BALIYAKHEDI BLOCK NEAR GUJAR BHAWAN HASANPUR CHUNGI DELHI ROAD SAHARANPUR | - | - | Rejected-Technical AS PER BID EVALUATION REPORT |
| 4 | Rejected-Technical C O HOTEL VASUNDHARA PLACE KAILASH GATE MUNIKI RETI TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | - | - | Rejected-Technical AS PER BID EVALUATION REPORT |
| 5 | Rejected-Technical M S VINOD PRASAD BIJALWAN PROPRIETOR NAGAR PANCHAYAT GAJA TEHRI GARHWAL | TEHRI GARHWAL | UTTARAKHAND | 248008 | - | - | Rejected-Technical AS PER BID EVALUATION REPORT |
| Sl No | Description | Qty | Unit | daya sankar baluni L2 | Suryabeer Singh Bhandari L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications. | 2,291.13 | Cum | 73.32 ₹1.7 L | 434 ₹9.9 L |
| 2.00 | Plain/reinforced cement concrete in open Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 10, Nominal mix 1:3:6 (Nominal mixed) | 3,162.83 | Cum | 6,836.7 ₹2.2 Cr | 6,570 ₹2.1 Cr |
| 3.00 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete including supply of all material, labour, T&P etc. | 11,805.68 | Kg | 66.95 ₹7.9 L | 66.96 ₹7.9 L |
| 4.00 | Providing weepholes in stone masonry, plain concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing andtechnical specification | 623.35 | Rm | 197 ₹1.2 L | 197 ₹1.2 L |
| 5.00 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). | 100 | No. | 8,595.4 ₹8.6 L | 8,595.4 ₹8.6 L |
| 6.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality,T&P etc. | 639.55 | Cum | 1,087.5 ₹7.0 L | 1,087.5 ₹7.0 L |
Tender Value
Refer Docs
EMD Value
₹5.9 L
Closing Date
16 Apr 2026, 1:00 pmClosed
SE IWC RPG RUDRAPRAYAG
O/O SE IWC RPG RUDRAPRAYAG BELANI ROAD RUDRAPRYAG
Erosion protection plan of the Mandakini River from the left bank of Chandrapuri market in Agastymuni development block of Rudraprayag district.
2026_IRDCE_93778_1
01SE/2026-27Job3
Open Tender
Civil Works
270 days
Ukhimath Rudraprayag
AS PER BIDDING DOCUEMENT
3 documents required · 3 mandatory
₹5,900
EXECUTIVE ENGINEER I.D KEDARNATH
₹5.9 L
Yes
17 Jun 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
2 Apr 2026 - 6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications. | - | Cum | - | - |
| 2 | Plain/reinforced cement concrete in open Foundation complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 10, Nominal mix 1:3:6 (Nominal mixed) | - | Cum | - | - |
| 3 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete including supply of all material, labour, T&P etc. | - | Kg | - | - |
| 4 | Providing weepholes in stone masonry, plain concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing andtechnical specification | - | Rm | - | - |
| 5 | Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). | - | No. | - | - |
| 6 | Hand Packed stone filling in back of wallls including cost of all materials, royality,T&P etc. | - | Cum | - | - |
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