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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.3 CrAccepted-Finance GRAM SANGOO PO HADETKHAL DISTRICT RUDRAPRAYAG | RUDRA PRAYAG | UTTARAKHAND | 246141 | ₹4.3 Cr | 1 | Accepted-Finance Lowest Bid |
| 2 | 2₹4.3 CrRejected-Finance | ₹4.3 Cr | 2 | Rejected-Finance Higher Bid |
| 3 | 3₹4.4 CrRejected-Finance VILLAGE MANDOW TEHSIL JOSHIYARA DISTT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹4.4 Cr | 3 | Rejected-Finance Higher Bid |
| 4 | 4₹4.4 CrRejected-Finance 1 2 | ₹4.4 Cr | 4 | Rejected-Finance Higher Bid |
| 5 | Rejected-Technical PADAM PUR COLONY LINK ROAD PITHORAGARH UTTARAKHAND | - | - | Rejected-Technical As Per Attach |
| Sl No | Description | Qty | Unit | daya sankar baluni L3 | BHART BHUSAN BHATT L2 | Shiv Pratap Singh Pundir L4 | NLP CONSTRUCTION PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 2,889 | Cum | 126 ₹3.6 L | 125.23 ₹3.6 L | 120 ₹3.5 L | 124.58 ₹3.6 L |
| 2.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. (1:3:6) | 3,417.85 | Cum | 7,360 ₹2.5 Cr | 7,282.86 ₹2.5 Cr | 7,450 ₹2.5 Cr | 7,245.32 ₹2.5 Cr |
| 3.00 | Stone masonary in cement mortar for substructure complete as per drawing & technical specification R.R. (1:5) stone Masonry | 1,885 | Cum | 4,913 ₹92.6 L | 4,861.93 ₹91.6 L | 4,950 ₹93.3 L | 4,836.87 ₹91.2 L |
| 4.00 | 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. | 1,673.1 | Cum | 1,110 ₹18.6 L | 1,097.26 ₹18.4 L | 1,120 ₹18.7 L | 1,091.61 ₹18.3 L |
| 5.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced 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 and technical specification. ( 1.5 m c/c spacing ) | 754.7 | Mtr | 200 ₹1.5 L | 202.73 ₹1.5 L | 190 ₹1.4 L | 201.69 ₹1.5 L |
| 6.00 | Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work. | 624 | Hrs | 260 ₹1.6 L | 256.95 ₹1.6 L | 258 ₹1.6 L | 255.63 ₹1.6 L |
Tender Value
₹4.4 Cr
EMD Value
₹8.9 L
Closing Date
27 Feb 2026, 5:00 pmClosed
Suprintending Engineer,
Office of the Suprintending Engineer, IWC Rudraprayag
Flood Protection Scheme for safeguarding residential settlements and commercial buildings from river erosion on the right bank of Pindar River, from Ramlila Ground to Tharali Market, under Tharali Block in Chamoli District.
2026_IRDCE_91981_1
06/SE/2025-26
Open Tender
Civil Works
240 days
Ramlila Ground to Tharali Market
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID Tharali
₹8.9 L
Office of the Suprintending Engineer, IWC Rudrapra
29 Apr 2026
13 Feb 2026
28 Feb 2026
13 Feb 2026
27 Feb 2026
15 Feb 2026
13 Feb 2026 - 19 Feb 2026
20 Feb 2026
Excavation in Hilly Areas in Ordinary Rock by mechanical means not requiring blasting (With out Dozer) Excavation in hilly area in ordinary rock not requiring blasting by mechanical means without using Dozer including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. (1:3:6)
Stone masonary in cement mortar for substructure complete as per drawing & technical specification R.R. (1:5) stone Masonry
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.
Providing weepholes in brick masonry/stone masonry, plain/reinforced 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 and technical specification. ( 1.5 m c/c spacing )
Dewatering from foundation of abutments and wing walls including wages of operator and fuel including supply of all material, labour and T&P etc. required for proper completion of the work.
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