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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-Finance | ₹29.6 L | L1 | Accepted-Finance L1 |
| 2 | L2₹29.7 L+₹3,231.13 (0.11%)Accepted-Finance | ₹29.7 L+₹3,231.13 (0.11%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | Peter Kuriakose L2 | E B PRASANNAN L1 |
|---|---|---|---|---|---|
| 1.00Mission vayal-Kattinad road 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. | 1,158.5 | sqm | 16 ₹18,536 Lowest | 16 ₹18,536 Lowest |
| 1.00 | OD422928/2025-2026:Rolling existing scarified material with three wheel 80-100KN static roller on prepared surface to achieve the desired density, profile, camber,etc, complete as per the technical specification. | 1,137.5 | sqm | 4.73 ₹5,380.38 | 4 ₹4,550 Lowest |
| 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) | 173.78 | cum | 9,563.74 ₹16,61,938.92 | 9,558 ₹16,60,941.45 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.38 | cum | 650.33 ₹6,096.84 | 650 ₹6,093.75 Lowest |
| 1.00 | OD422929/2025-2026:Supplying and fixing Granite Name board | 1 | each | 3,287.64 ₹3,287.64 | 3,287 ₹3,287 Lowest |
| 2.00Kovilkadavu- Dhandukombu road concrete | |||||
| 2.00 | 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. | 864.5 | sqm | 16.01 ₹13,840.65 | 16 ₹13,832 Lowest |
| 2.00 | OD545708/2025-2026:Rolling existing scarified material with three wheel 80-100KN static roller on prepared surface to achieve the desired density, profile, camber,etc, complete as per the technical specification. | 864.5 | sqm | 4.74 ₹4,097.73 | 4 ₹3,458 Lowest |
| 2.00 | 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) | 129.68 | cum | 9,563.75 ₹12,40,179.28 | 9,558 ₹12,39,433.65 Lowest |
Tender Value
₹29.7 L
EMD Value
₹50,000
Closing Date
26 May 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LSGD SUB DIVISION DEVIKULAM
LAC ADS MLA ADS 2025-26 MISSIONVAYAL KATTINAD ROAD CONCRETE AND KOVILKADAVU DHINDHUKOMBU ROAD CONCRETE IN KANTHALLOOR GP
2026_LSGD_851717_1
01/AE/LSGD/DKLM/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
Devikulam
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
9 Jun 2026
19 May 2026
28 May 2026
19 May 2026
26 May 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Mission vayal-Kattinad road 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 | OD422928/2025-2026:Rolling existing scarified material with three wheel 80-100KN static roller on prepared surface to achieve the desired density, profile, camber,etc, complete as per the technical specification. | - | sqm | - | - |
| 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 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | - | cum | - | - |
| 1.005 | OD422929/2025-2026:Supplying and fixing Granite Name board | - | each | - | - |
| 2Kovilkadavu- Dhandukombu road concrete | |||||
| 2.001 | 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 | - | - |
| 2.002 | OD545708/2025-2026:Rolling existing scarified material with three wheel 80-100KN static roller on prepared surface to achieve the desired density, profile, camber,etc, complete as per the technical specification. | - | sqm | - | - |
| 2.003 | 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 | - | - |
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