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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L1 | Accepted-AOC Accepted Vide Resolution No.11 dtd.26/09/2026 of Edathiruthy GP | |
| 2 | L2₹4.6 L+₹1,639.69 (0.36%)Rejected-AOC ERINJAD GRAMA PANCHAYATH | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹4.6 L+₹3,064.07 (0.67%)Rejected-AOC MATHILAKATHVEETIL HOUSE P O CHALINGAD KAIPAMANGALAM THRISSUR KERALA PIN 680681 | KAIPAMANGALAM | THRISSUR | KERALA | 680681 | L3 | Rejected-AOC Higher rate and hence not admitted | |
| 4 | L4₹4.7 L+₹14,719.46 (3.21%)Rejected-AOC | L4 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L1 | Ranjith T L2 | HASHIM MM L3 | EDACHALIL CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00Renovation | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 343.2 | sqm | 13.4 ₹4,598.88 Lowest | 13.44 ₹4,612.61 | 16 ₹5,491.2 | 13.6 ₹4,667.52 |
| 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. | 30.57 | cum | 2,079.17 ₹63,551.91 | 2,086.61 ₹63,779.32 | 1,950 ₹59,603.7 Lowest | 2,146.23 ₹65,601.67 |
| 1.00 | OD69242/2026-2027: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) | 338 | sqm | 1,003.13 ₹3,39,057.94 Lowest | 1,006.72 ₹3,40,271.36 | 1,025 ₹3,46,450 | 1,035.48 ₹3,49,992.24 |
| 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) | 6.72 | cum | 7,689.3 ₹51,672.1 | 7,716.85 ₹51,857.23 | 7,500 ₹50,400 Lowest | 7,937.33 ₹53,338.86 |
Tender Value
₹5.5 L
EMD Value
₹13,706
Closing Date
17 Sept 2026, 4:00 pmClosed
Asha K S,AE ,LIDEW Section ,Edathiruthy GP
Asha K S,AE ,LIDEW Section ,Edathiruthy GP
Annual Plan-Edathiruthy GP 2026-27 Renovation of Mandathara Road Balance Portion in Ward 9 -SO 139/27-General Civil Work
2026_LSGD_868730_3
TN03/AE/LIDEW/EDTY/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Edathiruthy GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,210
Yes
₹13,706
Yes
30 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
17 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 343.2 | sqm | - | - |
| 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. | 30.57 | cum | - | - |
| 1.003 | OD69242/2026-2027: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) | 338 | sqm | - | - |
| 1.004 | 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) | 6.72 | cum | - | - |
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