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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-Finance NELLIPPILLY HOUSE MATTATHUR P O VASUPURAM | PALAKKAD | KERALA | 678001 | L1 | Accepted-Finance L1 | |
| 2 | L2₹2.5 L+₹20,328.27 (8.70%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.7 L+₹36,262.69 (15.5%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | AJAYKUMAR K L3 | NIDHIN JOHN L1 | DEEPTI AJAYKUMAR L2 |
|---|---|---|---|---|---|---|
| 1.00TILE PAVING | ||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 25.65 | cum | 18 ₹461.7 | 14.78 ₹379.11 Lowest | 16.07 ₹412.2 |
| 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. (ii) Using Gravel mix soil. | 17.1 | cum | 2,500 ₹42,750 | 2,285.34 ₹39,079.31 Lowest | 2,484.07 ₹42,477.6 |
| 1.00 | OD502516/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 149.25 | 1 sqm | 1,300 ₹1,94,025 | 1,102.6 ₹1,64,563.05 Lowest | 1,198.48 ₹1,78,873.14 |
| 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) | 3.38 | cum | 9,700 ₹32,795.7 | 8,798.65 ₹29,748.24 Lowest | 9,563.75 ₹32,335.04 |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
18 Sept 2026, 2:30 pmClosed
Assistant Engineer
Assistant Engineer
Nadathara GP 152/26-27 Pournami road construction
2026_LSGD_868245_1
27/AE/LSGD/NDA/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nadathara GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹560
Yes
₹6,352
Yes
6 Oct 2026
10 Sept 2026
21 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TILE PAVING | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 25.65 | cum | - | - |
| 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. (ii) Using Gravel mix soil. | 17.1 | cum | - | - |
| 1.003 | OD502516/2025-2026:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 149.25 | 1 sqm | - | - |
| 1.004 | 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) | 3.38 | cum | - | - |
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