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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹11.5 L+₹8,763.34 (0.77%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹11.7 L+₹22,885.19 (2.00%)Admitted-Fee/PreQual/Technical/Finance PANDARAPARAMBIL HOUSE PIZHALA P O | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SABU M D L2 | AAR DEE BUILDERS L1 | P V JOSEPH L3 |
|---|---|---|---|---|---|---|
| 1.00Interlock tile laying | ||||||
| 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. | 697.1 | sqm | 15 ₹10,456.5 Lowest | 15.29 ₹10,658.66 | 15.6 ₹10,874.76 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 94.36 | cum | 3,208 ₹3,02,722.92 | 3,180.54 ₹3,00,131.66 Lowest | 3,244.08 ₹3,06,127.61 |
| 1.00 | OD45170/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc. all complete as per the direction of Engineer -in-charge. | 608.4 | sqm | 1,097 ₹6,67,414.8 | 1,088.04 ₹6,61,963.54 Lowest | 1,109.78 ₹6,75,190.15 |
| 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) | 19.66 | cum | 8,821 ₹1,73,447.32 | 8,774.06 ₹1,72,524.34 Lowest | 8,949.34 ₹1,75,970.87 |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
2 Nov 2026, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
O/o Assistant Engineer, LID and EWSection, Elamkunnapuzha G P, Malipuram P O
Refer tender document
2026_LSGD_882316_1
29/AE/LSGD/EGP/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
MALIPURAM
Refer tender document
7 documents required · 7 mandatory
₹2,760
Yes
₹31,778
Yes
4 Nov 2026
26 Oct 2026
4 Nov 2026
26 Oct 2026
2 Nov 2026
26 Oct 2026
26 Oct 2026 - 2 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Interlock tile laying | |||||
| 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. | 697.1 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 94.37 | cum | - | - |
| 1.003 | OD45170/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness, etc. all complete as per the direction of Engineer -in-charge. | 608.4 | 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) | 19.66 | cum | - | - |
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