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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.3 L+₹11,426.68 (3.58%)Rejected-AOC AMBADY CHINNAR P O | ₹3.3 L+₹11,426.68 (3.58%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | sabu joseph L1 | SABU PG L2 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 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. | 39.38 | sqm | 13.43 ₹528.81 Lowest | 13.91 ₹547.71 |
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 18 | cum | 172.03 ₹3,096.54 Lowest | 178.18 ₹3,207.24 |
| 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) | 39.38 | cum | 8,023.99 ₹3,15,944.61 Lowest | 8,310.9 ₹3,27,241.69 |
Tender Value
₹3.8 L
EMD Value
₹9,522
Closing Date
9 Mar 2026, 6:00 pmClosed
Assistant Engineer
Office of Assistant Engineer LID EW SECTION Upputhara GP
Annual Plan-Eettakkanam road concreting in ward 8 (proj.no.332) Upputhara GP 2025-26-332
2026_LSGD_842391_4
06/2025/AE/LIDEW/UPA
Open Tender
Civil Works - Roads
Item Rate
Upputhara GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹840
₹9,522
11 Sept 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 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. | 39.38 | sqm | - | - |
| 1.002 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 18 | 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) | 39.38 | cum | - | - |
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