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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-Finance CHINGELI TIRUVATHIRA KOLLAM KADAKKAL KERALA INDIA | ₹6.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.7 L+₹9,482 (1.43%)Accepted-Finance | ₹6.7 L+₹9,482 (1.43%) | L2 | Accepted-Finance L2 |
| 3 | L3₹6.8 L+₹13,152.10 (1.98%)Rejected-Finance KAITHADI THOONGARAVALLY ROAD W 1 | THRISSUR | KERALA | 680667 | ₹6.8 L+₹13,152.10 (1.98%) | L3 | Rejected-Finance L3 |
| 4 | L4₹6.8 L+₹14,139.77 (2.13%)Rejected-Finance 0402 SUB TREASURYKOTTARAKARA | ₹6.8 L+₹14,139.77 (2.13%) | L4 | Rejected-Finance L4 |
| 5 | L5₹6.9 L+₹24,987.73 (3.76%)Rejected-Finance PALAJI CHADAYAMANGALAM | PALAKKAD | KERALA | 678001 | ₹6.9 L+₹24,987.73 (3.76%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | K ANIL KUMAR L5 | Mrs.SANTHI R L6 | WORKS CONTRACT L4 | Jayadrajan S L1 | NAZARUDEEN L2 | SUNILDETH J GOVERNMENT CONTRACTOR L7 | HAREES 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 | 40.25 | cum | 696.95 ₹28,052.24 | 706 ₹28,416.5 | 686.03 ₹27,612.71 | 645 ₹25,961.25 | 560 ₹22,540 Lowest | 750 ₹30,187.5 | 686 ₹27,611.5 |
| 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. | 120.9 | cum | 5,067.35 ₹6,12,642.62 | 5,136.51 ₹6,21,004.06 | 4,987.92 ₹6,03,039.53 | 4,855 ₹5,86,969.5 Lowest | 4,900 ₹5,92,410 | 5,451 ₹6,59,025.9 | 4,998 ₹6,04,258.2 |
| 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 | 4.55 | cum | 7,316.38 ₹33,289.53 | 7,416.26 ₹33,743.98 | 7,201.72 ₹32,767.83 | 6,995 ₹31,827.25 | 8,500 ₹38,675 | 7,240 ₹32,942 | 6,700 ₹30,485 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.2 | tonne | 74,323.6 ₹15,236.34 | 75,338.02 ₹15,444.29 | 72,940.02 ₹14,952.7 Lowest | 95,000 ₹19,475 | 98,000 ₹20,090 | 87,500 ₹17,937.5 | 73,319 ₹15,030.4 |
Tender Value
₹9.3 L
EMD Value
₹23,284
Closing Date
10 Jul 2026, 6:00 pmClosed
AE
LIDEW section Nilamel
Side wall Construction of Kuriyodu Chellamkadu Road
2026_LSGD_858348_11
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
₹2,055
Yes
₹23,284
Yes
11 Sept 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 |
|---|---|---|---|---|---|
| 1SIDEWALL | |||||
| 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 | 1 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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