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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.7 L+₹1,776.18 (1.05%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | MD SANTHOSH L2 | SANDEEP K S L1 |
|---|---|---|---|---|---|
| 1.00PAVERTILE LAYING | |||||
| 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. | 84 | sqm | 16.17 ₹1,358.28 | 16 ₹1,344 Lowest |
| 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. | 10.5 | cum | 2,508.91 ₹26,343.56 | 2,482.83 ₹26,069.72 Lowest |
| 1.00 | OD482789/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with
minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness,
then laying interlock tiles 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) | 88.2 | sqm | 1,210.46 ₹1,06,762.57 | 1,197.88 ₹1,05,653.02 Lowest |
| 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) | 3.92 | cum | 9,278.6 ₹36,409.23 | 9,182.14 ₹36,030.72 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,230
Closing Date
6 Mar 2026, 12:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LIDEW SECTION, KAIPAMANGALAM GP
Kaipamangalam GP 2025-26 Project No. 412/26 Shanthi road Ahmed Haji Link road Maintainance Completion Ward 11
2026_LSGD_839294_13
ET5/AE/LSGD/KPLM/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KAIPAMANGALAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,230
Yes
15 Mar 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
PAVERTILE LAYING
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.
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.
OD482789/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements having 80 mm thickness with minimum strength M40 including providing a layer of 6 mm aggregate for 50mm thickness, then laying interlock tiles 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)
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)
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