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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.5 LAccepted-AOC ERINJAD GRAMA PANCHAYATH | ₹4.5 L | 1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | 2₹4.6 LRejected-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | ₹4.6 L | 2 | Rejected-AOC HIGHER RATE |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L2 | JOSEPH K P L1 | K.B. Viswambharan L3 |
|---|---|---|---|---|---|---|
| 1.00Tile Road | ||||||
| 1.00 | OD355547/2025-2026:Scrarifying the existing bituminous road surface to a depth of 50mm and disposal of scrarified material with in all lifts and lead upto 1km (by mechanical means | 246 | sqm | 15.18 ₹3,734.28 | 7.66 ₹1,884.36 | 12 ₹2,952 |
| 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. | 32.8 | cum | 2,354.9 ₹77,240.72 | 2,310.18 ₹75,773.90 | 2,000 ₹65,600 |
| 1.00 | OD366711/2025-2026:OD:KDLR01: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) | 295.2 | sqm | 1,131.37 ₹3.3 L | 1,082.6 ₹3.2 L | 1,190 ₹3.5 L |
| 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) | 5.64 | cum | 8,627.49 ₹48,659.04 | 8,727.39 ₹49,222.48 | 8,400 ₹47,376 |
Tender Value
₹4.9 L
EMD Value
₹12,224
Closing Date
29 Jan 2026, 3:00 pmClosed
AE
Office of the Assistant Engineer LIDEW Kodungall
RE Annual Plan 2025 2026 Kodungallur Municipality Maintanance of Pokkam Padinjare Vilasam road in ward 9 PROJ 522 25 26 General Civil Work
2026_LSGD_829345_4
7/25-26
Open Tender
Civil Works - Roads
Office of the Assistant Engineer LIDEW Kodungall
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,080
Yes
₹12,224
Yes
7 Apr 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
29 Jan 2026
21 Jan 2026
Tile Road
OD355547/2025-2026:Scrarifying the existing bituminous road surface to a depth of 50mm and disposal of scrarified material with in all lifts and lead upto 1km (by mechanical means
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.
OD366711/2025-2026:OD:KDLR01: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)
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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