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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance EDAMULACKAL GP KERALA KL | ERNAKULAM | KERALA | 680667 | L1 | Accepted-Finance L1 | |
| 2 | L2₹7.8 L+₹10,707.60 (1.39%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹7.9 L+₹19,469.82 (2.53%)Rejected-Finance SABDHI CHARIPARAMBU | L3 | Rejected-Finance L3 | |
| 4 | L4₹8.2 L+₹51,361.29 (6.68%)Rejected-Finance THENOOR VILLAGE OFFICE ROAD IN WARD 7 | PALAKKAD | KERALA | 678001 | L4 | Rejected-Finance L4 | |
| 5 | L5₹8.3 L+₹57,935.56 (7.54%)Rejected-Finance 0402 SUB TREASURYKOTTARAKARA | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | WORKS CONTRACT L5 | Mrs.SANTHI R L3 | SUNILDETH J GOVERNMENT CONTRACTOR L6 | NAZARUDEEN L2 | NIZARUDEEN L1 | GALAXY CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00SIDE WALL CONSTRUCTION | |||||||||
| 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 | 50.62 | cum | 703.17 ₹35,597.98 | 701.66 ₹35,521.54 | 766 ₹38,778.75 | 540 ₹27,337.5 Lowest | 686 ₹34,728.75 | 729.76 ₹36,944.1 |
| 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. | 120.45 | cum | 5,697.83 ₹6,86,303.62 | 5,101 ₹6,14,415.45 | 5,561 ₹6,69,822.45 | 5,200 ₹6,26,340 | 4,973 ₹5,98,997.85 Lowest | 5,307.02 ₹6,39,230.56 |
| 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 | 8.25 | cum | 8,588.15 ₹70,852.24 | 7,365.84 ₹60,768.18 | 8,044 ₹66,363 | 7,500 ₹61,875 | 7,187 ₹59,292.75 Lowest | 7,662.45 ₹63,215.21 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.33 | tonne | 78,471.43 ₹26,209.46 | 74,825 ₹24,991.55 | 81,726 ₹27,296.48 | 98,000 ₹32,732 | 73,319 ₹24,488.55 Lowest | 77,838.91 ₹25,998.2 |
| 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 | 106.75 | cum | 70.32 ₹7,506.66 Lowest | 490 ₹52,307.5 | 553 ₹59,032.75 | 290 ₹30,957.5 | 478 ₹51,026.5 | 510.61 ₹54,507.62 |
Tender Value
₹10.6 L
EMD Value
₹26,448
Closing Date
10 Jul 2026, 6:00 pmClosed
AE
LIDEW section Nilamel
Renovation of Mundaplamoodu Eattippana Manalayam Road
2026_LSGD_858348_5
02/TNDR/AE/LIDEW/NML/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Nilamel GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹26,448
Yes
3 Oct 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
3 Jul 2026 - 10 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE WALL CONSTRUCTION | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.005 | 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 | - | cum | - | - |
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