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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAccepted-Finance VILLAGE POST NALGAON NARAYANBAGAR CHAMOLI UTTARAKHAND 246453 | CHAMOLI | UTTARAKHAND | 246453 | ₹2.9 Cr | L1 | Accepted-Finance As Per Attached |
| 2 | L2₹2.9 CrRejected-Finance | ₹2.9 Cr | L2 | Rejected-Finance As Per Attached |
| 3 | L3₹2.9 CrRejected-Finance VILLAGE MANDOW TEHSIL JOSHIYARA DISTT UTTARKASHI | UTTAR KASHI | UTTARAKHAND | 249128 | ₹2.9 Cr | L3 | Rejected-Finance As Per Attached |
| 4 | L4₹2.9 CrRejected-Finance | ₹2.9 Cr | L4 | Rejected-Finance As Per Attached |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | daya sankar baluni L3 | SURAJ SHAH L1 | Sukhdev Singh Chauhan L2 | Sheshanand Engineers L4 |
|---|---|---|---|---|---|---|---|
| 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. | 3,758.4 | Cum | 129.1 ₹4.9 L | 127 ₹4.8 L | 120 ₹4.5 L | 130 ₹4.9 L |
| 2.00 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections,and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 3,600 | Cum | 55.2 ₹2.0 L | 53 ₹1.9 L | 55.2 ₹2.0 L | 56 ₹2.0 L |
| 3.00 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. (1:3:6) | 2,632.5 | Cum | 7,508.1 ₹2.0 Cr | 7,505 ₹2.0 Cr | 7,508.1 ₹2.0 Cr | 7,583 ₹2.0 Cr |
| 4.00 | Stone masonary in cement mortar for substructure complete as per drawing & technical specification R.R. (1:5) stone Masonry | 1,408.5 | Cum | 5,012.3 ₹70.6 L | 5,000 ₹70.4 L | 5,012.3 ₹70.6 L | 5,062 ₹71.3 L |
| 5.00 | 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. | 1,016.82 | Cum | 1,131.2 ₹11.5 L | 1,120 ₹11.4 L | 1,131.2 ₹11.5 L | 1,140 ₹11.6 L |
| 6.00 | 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 ) | 567.9 | Mtr | 209 ₹1.2 L | 206 ₹1.2 L | 209 ₹1.2 L | 211 ₹1.2 L |
| 7.00 | 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. | 432 | Hrs | 264.9 ₹1.1 L | 262 ₹1.1 L | 264.9 ₹1.1 L | 267 ₹1.2 L |
Updated dates
Tender Value
₹3.4 Cr
EMD Value
₹6.8 L
Closing Date
8 May 2026, 1:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER IWC RUDRAPAR
Flood protection scheme to protect the residential settlement of Tharali Upper Bazar from erosion on the left bank of the Pindar River under the Tharali block of Chamoli district.
2026_IRDCE_94206_3
03/SE/2026-27
Open Tender
Civil Works
240 days
Tharali
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,900
EE ID THARALI
₹6.8 L
OFFICE OF THE SUPERINTENDING ENGINEER IWC RUDRAPAR
6 Jun 2026
14 Apr 2026
8 May 2026
14 Apr 2026
8 May 2026
20 Apr 2026
14 Apr 2026 - 18 Apr 2026
20 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections,and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C. (1:3:6) | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | Stone masonary in cement mortar for substructure complete as per drawing & technical specification R.R. (1:5) stone Masonry | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | 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 ) | 1 | Mtr | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | 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. | - | Hrs | - | - | BI01010001010000000000000515BI0100001119 |
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