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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.3 LAccepted-Finance ERINJAD GRAMA PANCHAYATH | L1 | Accepted-Finance L1 | |
| 2 | L2₹2.4 L+₹16,185 (7.17%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹2.5 L+₹21,434 (9.50%)Accepted-Finance | L3 | Accepted-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L5 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | BABU ANTONY L3 | avbabu L5 | JOSEPH K P L1 | liyon L2 | CHANDRAN K V L4 | M K THOMAS L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Interlock tile | |||||||||
| 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. | 180 | sqm | 16.01 ₹2,881.8 | 14.74 ₹2,653.2 | 12.54 ₹2,257.2 Lowest | 16 ₹2,880 | 14.15 ₹2,547 | 14.75 ₹2,655 |
| 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. | 18 | cum | 1,920 ₹34,560 Lowest | 2,287.82 ₹41,180.76 | 1,947.45 ₹35,054.1 | 2,200 ₹39,600 | 2,195.9 ₹39,526.2 | 2,292 ₹41,256 |
| 1.00 | OD73436/2026-2027:Supplying and laying Interlocking concrete tiles 80mm or nearest size thickness minimum strength M40 (Conforming to IS 15658:2006 for medium traffic volume road ) including providing a layer of 6mm thick aggregates for 5cm thickness then laying interlocking C.C.Paver blocks in lines and levels as per the direction of departmental officers at site inclusive of all cost and conveyance charges etc. complete( MoRth 55.23 modified) | 180 | sqm | 1,000 ₹1,80,000 | 1,071.45 ₹1,92,861 | 912.25 ₹1,64,205 Lowest | 950 ₹1,71,000 | 1,028.41 ₹1,85,113.8 | 1,073.75 ₹1,93,275 |
| 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) | 3.12 | cum | 8,500 ₹26,520 | 8,460.97 ₹26,398.23 | 7,211.1 ₹22,498.63 Lowest | 8,600 ₹26,832 | 8,121.07 ₹25,337.74 | 8,479 ₹26,454.48 |
| 1.00 | OD74987/2026-2027:Labour engaged | 2 | Day | 1,600 ₹3,200 | 1,038.29 ₹2,076.58 | 856.52 ₹1,713.04 | 800 ₹1,600 Lowest | 996.59 ₹1,993.18 | 1,040 ₹2,080 |
Tender Value
₹2.9 L
EMD Value
₹7,198
Closing Date
23 Sept 2026, 6:00 pmClosed
Assistant Engineer, LSGD Section, Kadukutty GP
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Annual plan 2026-27 KDY Pr No S0230/27 Renovation works on koottungal kadavu road ward 17 Kadukutty GP Chalakudy BP
2026_LSGD_869311_17
T2/AE/LSGD/KDY/2026-27
Open Tender
Civil Works - Roads
Item Rate
270 days
O/o Assistant Engineer, LSGD Section, Kadukutty GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹635
Yes
₹7,198
Yes
5 Oct 2026
14 Sept 2026
25 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock tile | |||||
| 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. | 180 | 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. | 18 | cum | - | - |
| 1.003 | OD73436/2026-2027:Supplying and laying Interlocking concrete tiles 80mm or nearest size thickness minimum strength M40 (Conforming to IS 15658:2006 for medium traffic volume road ) including providing a layer of 6mm thick aggregates for 5cm thickness then laying interlocking C.C.Paver blocks in lines and levels as per the direction of departmental officers at site inclusive of all cost and conveyance charges etc. complete( MoRth 55.23 modified) | 180 | 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) | 3.12 | cum | - | - |
| 1.005 | OD74987/2026-2027:Labour engaged | 2 | Day | - | - |
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