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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.0 LAccepted-AOC | 1 | Accepted-AOC 1 | |
| 2 | Rejected-Technical | - | Rejected-Technical 2 |
| Sl No | Description | Qty | Unit | Pavithran P L1 | E P CHANDRAN 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. | 290 | sqm | 14.94 ₹4,332.6 Lowest | 15.69 ₹4,550.1 |
| 1.00 | OD218723/2025-2026:OD185589/2023-2024 departmental material
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. | 17.4 | cum | 190.13 ₹3,308.26 Lowest | 199.64 ₹3,473.74 |
| 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. | 28.07 | cum | 2,319.76 ₹65,106.38 Lowest | 2,435.79 ₹68,362.88 |
| 1.00 | OD149081/2025-2026:od1400573/2021_2022 :(MOD 6.7.1) Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 80
mm as per drawings
and Technical Specification Clause 1504. Bedding with 6mm aggregate and filling
joints with sand. Sand as
per Table 1500.5
Bed = 60.00x3.75x 0.03 = 6.75 cum
Joints = 60x0.08X0.1 = 0.48 cum | 454.67 | sqm | 1,002.72 ₹4,55,903.69 Lowest | 1,052.86 ₹4,78,700.7 |
| 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) | 8.27 | cum | 8,574.28 ₹70,866.42 Lowest | 9,002.99 ₹74,409.71 |
Tender Value
₹6.0 L
EMD Value
₹14,988
Closing Date
25 Sept 2025, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION VALPAATTANAM
ROAD INTERLOCK
2025_LSGD_796738_1
AELSGD/ETENDER/2/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
VALPAATTANAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,325
Yes
₹14,988
Yes
17 Apr 2026
15 Sept 2025
26 Sept 2025
15 Sept 2025
25 Sept 2025
15 Sept 2025
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