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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.7 Cr+₹3.8 L (1.04%)Rejected-Finance | ₹3.7 Cr+₹3.8 L (1.04%) | L2 | Rejected-Finance L2 |
Tender Value
₹3.7 Cr
EMD Value
₹7.3 L
Closing Date
9 Sept 2025, 2:00 pmClosed
Executive Engineer NREP Chaibasa
Office of the Executive Engineer NREP Chaibasa
Construction of P.C.C road from Main Road Podihasa to Upper Lota Nala tak at Panchayat Matkobara in Khuntpani block.
2025_NREPW_104214_1
EE/NREP/CHAIBASA/01/25-26-Gr-5
Open Tender
Civil Works
Percentage
180 days
KHUNTPANI
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
₹7.3 L
16 Jul 2026
28 Aug 2025
10 Sept 2025
28 Aug 2025
9 Sept 2025
28 Aug 2025
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.
S.O.R. Item No. 2.02 | 1.04 | Ha | 19,760.3 | ₹20,550.71 |
| 2 | Compacing Original ground Supporing Subgrade (Loosening of the ground upto a level of 500 mm below the Subgrade level, watered graded and compected in layers tomeet requirement of tables 300.2 for subgread construction as per Technical Specification
S.O.R. Item No. 3.20 Case I | 4,201.47 | M3 | 52.6 | ₹2,20,997.32 |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with 1000M Lead as per Technical Specification Clause 303.1
S.O.R. Item No. 3.18 | 1,633.91 | M3 | 131.3 | ₹2,14,532.38 |
| 4 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
With Grading-I Material
S.O.R. Item No. 4.01 B (i) | 2,121.74 | M3 | 1,437.6 | ₹30,50,213.42 |
| 5 | Cement Concret Pavment (Construction of PCC M 20 in road construction using batching plant transit mixer and manual placing as per drawig and technical specification . Expansion joint @ 15.0M SOR ITEM NO 12.08 ( B) (Case ii) | 2,619.44 | M3 | 4,472.3 | ₹1,17,14,921.51 |
| 6 | Carriage of materials (A) Cement | 1,047.78 | MT | 567.7 | ₹5,94,824.71 |
| 7 | (B) Sand | 1,178.75 | M3 | 555.16 | ₹6,54,394.85 |
| 8 | (C ) Chips | 189.28 | M3 | 893.08 | ₹1,69,042.18 |
| 9 | (d ) Stone dust | 3,288.41 | M3 | 893.08 | ₹29,36,813.2 |
| 10 | (e) Stone Metal | 787.7 | M3 | 961.16 | ₹7,57,105.73 |
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