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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L 1₹6.9 LAccepted-AOC KERALA KERALA | IDUKKI | KERALA | 685501 | L 1 | Accepted-AOC Lowest rate | |
| 2 | L 2₹7.0 L+₹12,777.43 (1.86%)Rejected-AOC KERALA KL | PATHANAMTHITTA | KERALA | 689694 | L 2 | Rejected-AOC Second bidder | |
| 3 | L 3₹7.0 L+₹14,709.32 (2.14%)Rejected-Finance ERINJAD GRAMA PANCHAYATH | L 3 | Rejected-Finance 3 rd bidder |
| Sl No | Description | Qty | Unit | M/S SAJEEVAN P A L1 | Ranjith T L3 | AKHIL K M L2 |
|---|---|---|---|---|---|---|
| 1.00TILE ROAD | ||||||
| 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. | 462 | sqm | 12.52 ₹5,784.24 Lowest | 16.01 ₹7,396.62 | 13.59 ₹6,278.58 |
| 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. | 55.44 | cum | 2,071.71 ₹1,14,855.6 Lowest | 2,111.45 ₹1,17,058.79 | 2,108.98 ₹1,16,921.85 |
| 1.00 | OD162759/2026-2027: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 charges etc. complete. (Modified MORTH 55.23) | 489.6 | sqm | 999.53 ₹4,89,369.89 Lowest | 1,018.7 ₹4,98,755.52 | 1,017.51 ₹4,98,172.9 |
| 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) | 10.26 | cum | 7,661.73 ₹78,609.35 Lowest | 7,808.72 ₹80,117.47 | 7,799.53 ₹80,023.18 |
Tender Value
₹8.3 L
EMD Value
₹20,654
Closing Date
14 Sept 2026, 11:00 amClosed
Vidya K.K.
O/o Assistant Engineer LID EW section Mathilakam GP
Annual Plan-MATHILAKAM GP (PRO NO 30/27)-Koodakkara Kshetram road maintenance ward 14 -General Civil Work
2026_LSGD_867599_5
1/AE/LID EW/MKM/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Koodakkara Kshethram road road ward 14
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,825
Yes
₹20,654
Yes
13 Oct 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TILE ROAD | |||||
| 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. | 462 | 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. | 55.44 | cum | - | - |
| 1.003 | OD162759/2026-2027: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 charges etc. complete. (Modified MORTH 55.23) | 489.6 | 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) | 10.26 | cum | - | - |
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