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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 CrAccepted-AOC | ₹12.6 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹13.0 Cr+₹38.8 L (3.07%)Rejected-Finance | ₹13.0 Cr+₹38.8 L (3.07%) | L2 | Rejected-Finance Higher bid value |
| 3 | Rejected-Technical | - | - | Rejected-Technical Techno-commercially not accepted |
| 4 | Rejected-Technical | - | - | Rejected-Technical Techno-commercially not accepted |
| Sl No | Description | Qty | Unit | SPAR GEO INFRA PVT. LTD. L2 | GORANTLA GEOSYNTHETICS LIMITED L1 |
|---|---|---|---|---|---|
| 1.00DAMANJODI SITE | |||||
| 2.00Hill Cutting and Rock Stabilisation Works : Hill Area North of Project Main Road | |||||
| 3.00This BOQ is to be Read in Conjunction with Standard Drawings, Part-II Technical Specifications attached in tender documents | |||||
| 4.00A.1 Site Clearance and removal of vegetation : | |||||
| 5.00 | Item No. A.1.1
The vegetation, shrubs, small trees as present at the location shall be removed manually or mechanically to clear then area making it ready for further excavation activities. The area should be clear of all the debris, organic materials, unwanted materials etc ready for the further activity to be carried out. Disposal of surplus earth up to distance of 4km from the nearest end of the excavation area. As per instructions of EIC. | 5,800 | SQM | 30 ₹1,74,000 | 24.26 ₹1,40,708 Lowest |
| 6.00A.2 Excavation in Ordinary Soil: | |||||
| 7.00 | Item No. A.2.1
Earthwork in excavation in ordinary soil including clay, black cotton soil, soft and hard Murmum, soil containing small pebbles, boulders removable without breaking or blasting etc which can be loosened manually or with mechanically operated tackles / machinery such as pick shovels, front loaders etc. Disposal of surplus earth up to distance of 4km from the nearest end of the excavation area. The rate shall include all tools, tackles, supervision, transport and incidental expense, etc. The excavated materials shall be disposed off at the location as instructed by EIC, disposal of the excavated materials removed/extracted upto a distance of 4km radius as per instruction of EIC. The disposal material shall be appropriately graded in layers of minimum 300mm layers as per instructions of EIC.
Excavation IN ORDINARY SOIL shall be carried out as per Drawing / Technical Specification TO THE REQUIRED SLOPE AS PER SOIL CLASSIFICATION | 2,248 | CuM | 425 ₹9,55,400 | 256.27 ₹5,76,094.96 Lowest |
| 8.00A.3 Excavation in soft rock | |||||
| 9.00 | Item No. A.3.1
Earthwork in excavation in soft rock by loosening the rock manually and/or mechanical means, excavated to the levels as shown in the drawing and as per instruction of EIC. Materials removable without blasting, the soft rock shall be broken into maximum diameter of 300mm at location and then transported to disposal area. Disposal of excavated and surplus material up to distance of 4km from the nearest end of the excavation area. The rate shall include all tools, tackles, supervision, transport and incidental expense, etc. The excavated materials shall be disposed off at the location as instructed by EIC, disposal of the excavated materials removed/extracted upto a distance of 4km radius as per instruction of EIC. The disposal material shall be appropriately graded in layers of minimum 300mm layers as per instructions of EIC.
Excavation shall be carried out as per Drawing / Technical Specification | 13,692 | CuM | 700 ₹95,84,400 | 64.85 ₹8,87,926.2 Lowest |
| 10.00A.4 Excavation in Hard rock | |||||
Tender Value
Refer Docs
EMD Value
₹25.0 L
Closing Date
30 Mar 2026, 4:00 pmClosed
Mr. Pranav G Dhavale, tkUIPL
thyssenkrupp Uhde India Private Limited , Uhde House, L. B. S. Marg, Vikhroli West, Mumbai, India-400083
Hill Cutting and slop stabilisation works including supply of material at Damanjodi, Odisha
2026_NALCO_901368_1
6695-CMG-G00-CA-0062
Open Tender
Civil Works
Tender cum Auction
Damanjodi
As per NIT
2 documents required · 2 mandatory
₹0
₹25.0 L
Yes
Virtual Mode, Mumbai
29 Jul 2026
5 Mar 2026
31 Mar 2026
5 Mar 2026
30 Mar 2026
23 Mar 2026
5 Mar 2026 - 17 Mar 2026
17 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | DAMANJODI SITE | - | - | - | - |
| 2 | Hill Cutting and Rock Stabilisation Works : Hill Area North of Project Main Road | - | - | - | - |
| 3 | This BOQ is to be Read in Conjunction with Standard Drawings, Part-II Technical Specifications attached in tender documents | - | - | - | - |
| 4 | A.1 Site Clearance and removal of vegetation : | - | - | - | - |
| 5 | Item No. A.1.1
The vegetation, shrubs, small trees as present at the location shall be removed manually or mechanically to clear then area making it ready for further excavation activities. The area should be clear of all the debris, organic materials, unwanted materials etc ready for the further activity to be carried out. Disposal of surplus earth up to distance of 4km from the nearest end of the excavation area. As per instructions of EIC. | 5,800 | SQM | - | - |
| 6 | A.2 Excavation in Ordinary Soil: | - | - | - | - |
| 7 | Item No. A.2.1
Earthwork in excavation in ordinary soil including clay, black cotton soil, soft and hard Murmum, soil containing small pebbles, boulders removable without breaking or blasting etc which can be loosened manually or with mechanically operated tackles / machinery such as pick shovels, front loaders etc. Disposal of surplus earth up to distance of 4km from the nearest end of the excavation area. The rate shall include all tools, tackles, supervision, transport and incidental expense, etc. The excavated materials shall be disposed off at the location as instructed by EIC, disposal of the excavated materials removed/extracted upto a distance of 4km radius as per instruction of EIC. The disposal material shall be appropriately graded in layers of minimum 300mm layers as per instructions of EIC.
Excavation IN ORDINARY SOIL shall be carried out as per Drawing / Technical Specification TO THE REQUIRED SLOPE AS PER SOIL CLASSIFICATION | 2,248 | CuM | - | - |
| 8 | A.3 Excavation in soft rock | - | - | - | - |
| 9 | Item No. A.3.1
Earthwork in excavation in soft rock by loosening the rock manually and/or mechanical means, excavated to the levels as shown in the drawing and as per instruction of EIC. Materials removable without blasting, the soft rock shall be broken into maximum diameter of 300mm at location and then transported to disposal area. Disposal of excavated and surplus material up to distance of 4km from the nearest end of the excavation area. The rate shall include all tools, tackles, supervision, transport and incidental expense, etc. The excavated materials shall be disposed off at the location as instructed by EIC, disposal of the excavated materials removed/extracted upto a distance of 4km radius as per instruction of EIC. The disposal material shall be appropriately graded in layers of minimum 300mm layers as per instructions of EIC.
Excavation shall be carried out as per Drawing / Technical Specification | 13,692 | CuM | - | - |
| 10 | A.4 Excavation in Hard rock | - | - | - | - |
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