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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹18.1 LAccepted-AOC | ₹18.1 L | 1 | Accepted-AOC Lowest bidder |
| 2 | 2₹19.4 L+₹1.3 L (7.22%)Rejected-Finance | ₹19.4 L+₹1.3 L (7.22%) | 2 | Rejected-Finance L2 |
| 3 | 3₹20.6 L+₹2.5 L (14.0%)Rejected-Finance | ₹20.6 L+₹2.5 L (14.0%) | 3 | Rejected-Finance L3 |
| 4 | 4₹20.9 L+₹2.8 L (15.5%)Rejected-Finance | ₹20.9 L+₹2.8 L (15.5%) | 4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SUBIN.M L2 | SEBIN JOSEPH L4 | SANTHOSHKUMAR K K L3 | SAFVAN P P L1 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE | |||||||
| 1.00 | OD49453/2026-2027:Sectioning/Surface dressing of the ground including removing vegetation and inequalities not
exceeding 15cm and disposal of rubbish lead up to 50m and lift up to 1.5m, all kind of soil | 1,406.2 | sqm | 20 ₹28,124 Lowest | 33.48 ₹47,079.58 | 33 ₹46,404.6 | 28.98 ₹40,751.68 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 123.1 | cum | 1,900 ₹2,33,890 Lowest | 2,262.98 ₹2,78,572.84 | 2,200 ₹2,70,820 | 1,959.19 ₹2,41,176.29 |
| 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) | 184.65 | cum | 8,250 ₹15,23,362.5 | 8,712.58 ₹16,08,777.9 | 8,600 ₹15,87,990 | 7,542.93 ₹13,92,802.02 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 17.52 | cum | 8,300 ₹1,45,416 | 8,369.11 ₹1,46,626.81 | 8,600 ₹1,50,672 | 7,245.57 ₹1,26,942.39 Lowest |
| 1.00 | OD49454/2026-2027:S/F information board 60cm x45cm size using GI pipe as post 133 thick Ms sheet Surrounded
bu Ms angles including painting lettering and fixing in concrete etc. as per the direction of engineer in charge | 3 | no | 2,500 ₹7,500 | 2,316.1 ₹6,948.3 | 1,500 ₹4,500 Lowest | 2,005.03 ₹6,015.09 |
Tender Value
₹22.9 L
EMD Value
₹50,000
Closing Date
4 Jul 2026, 4:00 pmClosed
AE
LSGD(EW) Section Adat G P
Proj no 114 CONVENT ROAD MARATHAKAM GARDEN ROAD STREET LINE 1 KODEKKADAN PALLIKKUDATH SUB LINE MAINTENANCE WARD 16
2026_LSGD_857657_1
LSGD/CELSGD/TR/35451/2026
Open Tender
Civil Works - Roads
Item Rate
270 days
LSGD(EW) Section Adat G P
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
21 Aug 2026
27 Jun 2026
6 Jul 2026
27 Jun 2026
4 Jul 2026
27 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE | |||||
| 1.001 | OD49453/2026-2027:Sectioning/Surface dressing of the ground including removing vegetation and inequalities not
exceeding 15cm and disposal of rubbish lead up to 50m and lift up to 1.5m, all kind of soil | - | sqm | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 1 | 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) | - | cum | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.005 | OD49454/2026-2027:S/F information board 60cm x45cm size using GI pipe as post 133 thick Ms sheet Surrounded
bu Ms angles including painting lettering and fixing in concrete etc. as per the direction of engineer in charge | - | no | - | - |
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