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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC | ₹5.9 L | 1 | Accepted-AOC 1 |
| 2 | 2₹6.1 L+₹14,883.62 (2.51%)Rejected-AOC | ₹6.1 L+₹14,883.62 (2.51%) | 2 | Rejected-AOC 2 |
| Sl No | Description | Qty | Unit | RAJENDRAN G L1 | SANTHOSH KUMAR G S L2 |
|---|---|---|---|---|---|
| 1.00road maintenance | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 476 | sqm | 16.36 ₹7,787.36 Lowest | 21 ₹9,996 |
| 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) | 57.12 | cum | 9,776.27 ₹5,58,420.54 Lowest | 9,990 ₹5,70,628.8 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 2.5 | cum | 67.13 ₹167.83 Lowest | 71.5 ₹178.75 |
| 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) | 2.5 | cum | 9,390.88 ₹23,477.2 Lowest | 9,650 ₹24,125 |
| 1.00 | OD56335/2026-2027:S/F information board 75*60 cm GI Pipe as post anf 1mm thick MS sheet surrounded by MS
angles including painting, lettering and fixing in concrete etc as per the direction of depotl
officers etc. | 1 | each | 2,542 ₹2,542 | 2,350 ₹2,350 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,810
Closing Date
9 Jul 2026, 6:00 pmClosed
Assistant Engineer
Office of assistant engineer, Vellanad GP
VGP- Pr 99- maintenance of karunasayi kallupalam road ward 12
2026_LSGD_858107_5
1/2026/AE/LSGD/VGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Vellanad GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,310
Yes
₹14,810
Yes
18 Sept 2026
1 Jul 2026
13 Jul 2026
1 Jul 2026
9 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road maintenance | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 | 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 | - | - |
| 1.003 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | 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) | - | cum | - | - |
| 1.005 | OD56335/2026-2027:S/F information board 75*60 cm GI Pipe as post anf 1mm thick MS sheet surrounded by MS
angles including painting, lettering and fixing in concrete etc as per the direction of depotl
officers etc. | - | each | - | - |
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