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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-Finance 0402 SUB TREASURYKOTTARAKARA | ₹6.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.8 L+₹6,148.93 (0.91%)Accepted-Finance RAJEEV MANDIRAM NEDIYARA PO ANCHAL AE | ALAPPUZHA | KERALA | 686102 | ₹6.8 L+₹6,148.93 (0.91%) | L2 | Accepted-Finance L2 |
| 3 | L3₹6.9 L+₹9,736.47 (1.44%)Accepted-Finance KAITHADI THOONGARAVALLY ROAD W 1 | THRISSUR | KERALA | 680667 | ₹6.9 L+₹9,736.47 (1.44%) | L3 | Accepted-Finance L3 |
| 4 | L4₹6.9 L+₹13,039.47 (1.92%)Rejected-Finance | ₹6.9 L+₹13,039.47 (1.92%) | L4 | Rejected-Finance L4 |
| 5 | L5₹7.1 L+₹32,139.44 (4.74%)Rejected-Finance CHANDU BHAVAN CHARIPARAMP A E LSGI ITTIVA | THRISSUR | KERALA | 680667 | ₹7.1 L+₹32,139.44 (4.74%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | RAJEEV CONTRACTOR L2 | PRASANNAKUMARI A L5 | WORKS CONTRACT L1 | SHARAFUDEEN L7 | RAGIN P L8 | NAZARUDEEN L4 | SUNILDETH J GOVERNMENT CONTRACTOR L6 | HAREES L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 168 | sqm | 11.75 ₹1,974 | 12.19 ₹2,047.92 | 11.77 ₹1,977.36 | 13.2 ₹2,217.6 | 13.59 ₹2,283.12 | 9 ₹1,512 Lowest | 12 ₹2,016 | 45 ₹7,560 |
| 1.00 | OD50257/2026-2027: Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 9 | cum | 695.49 ₹6,259.41 Lowest | 721.9 ₹6,497.1 | 837.78 ₹7,540.02 | 777 ₹6,993 | 804.46 ₹7,240.14 | 1,100 ₹9,900 | 946 ₹8,514 | 700 ₹6,300 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 25.2 | cum | 7,019.79 ₹1,76,898.71 | 7,286.6 ₹1,83,622.32 | 6,965.69 ₹1,75,535.39 Lowest | 7,938 ₹2,00,037.6 | 8,119.6 ₹2,04,613.92 | 7,500 ₹1,89,000 | 7,595 ₹1,91,394 | 7,000 ₹1,76,400 |
| 2.00IRISH DRAIN | |||||||||||
| 2.00 | OD50278/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation
andinequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and
lift up to 1.5 m. | 684.9 | sqm | 26.97 ₹18,471.75 | 27.99 ₹19,170.35 | 26.34 ₹18,040.27 | 31 ₹21,231.9 | 31.2 ₹21,368.88 | 36 ₹24,656.4 | 27 ₹18,492.3 | 26 ₹17,807.4 Lowest |
| 2.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 68.49 | cum | 7,012.79 ₹4,80,305.99 | 7,279.35 ₹4,98,562.68 | 6,930.47 ₹4,74,667.89 | 7,930 ₹5,43,125.7 | 8,111.52 ₹5,55,558 | 6,800 ₹4,65,732 Lowest | 7,575 ₹5,18,811.75 | 7,000 ₹4,79,430 |
Tender Value
₹9.3 L
EMD Value
₹23,294
Closing Date
10 Jul 2026, 6:00 pmClosed
AE
LIDEW section Nilamel
Renovation of LM UPS Karunthalakkodu Road
2026_LSGD_858348_8
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
₹23,294
Yes
8 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 |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD50257/2026-2027: Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 2IRISH DRAIN | |||||
| 2.001 | OD50278/2026-2027:Surface dressing of the ground in All kinds of soil including removing vegetation
andinequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and
lift up to 1.5 m. | 1 | sqm | - | - |
| 2.002 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
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