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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56,310.70Accepted-AOC CHADAYAMANGALAM KERALA | KANNUR | KERALA | 670612 | L1 | Accepted-AOC l1 | |
| 2 | Rejected-Technical | - | Rejected-Technical 85741 | |
| 3 | Rejected-Technical WARD 3 KERALA | THRISSUR | KERALA | 680667 | - | Rejected-Technical 61786 | |
| 4 | Rejected-Technical | - | Rejected-Technical 68577.70 |
| Sl No | Description | Qty | Unit | MANOJKUMAR R S L2 | SHIHAD J S L1 | ANIL J L4 | MUHAMMED A L3 |
|---|---|---|---|---|---|---|---|
| 1.00SIDEWALL | |||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1.8 | cum | 59.11 ₹106.4 | 865.72 ₹1,558.3 | 7,015.78 ₹12,628.4 | 29 ₹52.2 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 8.4 | cum | 6,780 ₹56,952 | 5,520 ₹46,368 Lowest | 7,187.1 ₹60,371.64 | 6,800 ₹57,120 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.3 | cum | 7,000 ₹2,100 Lowest | 9,096.04 ₹2,728.81 | 23,383.5 ₹7,015.05 | 8,900 ₹2,670 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.02 | tonne | 72,700 ₹1,308.6 | 92,402.04 ₹1,663.24 | 1,35,362.14 ₹2,436.52 | 9,000 ₹162 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 6.59 | cum | 200 ₹1,319 Lowest | 605.36 ₹3,992.35 | 498.92 ₹3,290.38 | 1,300 ₹8,573.5 |
Tender Value
₹68,335
EMD Value
₹1,708
Closing Date
25 Feb 2026, 6:00 pmClosed
AE
AE LIDEW Section Nilamel
Attiyil kidangil road Sidewall construction and earth filling
2026_LSGD_836973_1
01/TNDR/AE/LIDEW/NML/2025-26
Open Tender
Civil Works - Roads
Item Rate
30 days
Nilamel
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹1,708
Yes
8 May 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
18 Feb 2026 - 25 Feb 2026
SIDEWALL
11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
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