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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₹6.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.1 L+₹25,152.26 (3.68%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.2 L+₹41,246.01 (6.04%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.5 L+₹63,738.56 (9.33%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MAHESH K M L3 | SALY.P.J L2 | sachil.m.s L4 | DEEPU SASIDHARAN L1 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETE ROAD | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 387 | sqm | 14.41 ₹5,576.67 | 14.09 ₹5,452.83 | 16 ₹6,192 | 13.59 ₹5,259.33 Lowest |
| 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 | 51.6 | cum | 3,004.06 ₹1,55,009.5 | 2,937.33 ₹1,51,566.23 | 2,800 ₹1,44,480 Lowest | 2,833.03 ₹1,46,184.35 |
| 1.00 | OD230222/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size, design and shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection
of Engineer in charge | 438.6 | sqm | 1,069.38 ₹4,69,030.07 | 1,045.62 ₹4,58,608.93 | 1,155.5 ₹5,06,802.3 | 1,008.49 ₹4,42,323.71 Lowest |
| 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) | 11.47 | cum | 8,267.95 ₹94,800.31 | 8,084.32 ₹92,694.81 | 7,800 ₹89,434.8 | 7,797.24 ₹89,403.15 Lowest |
Tender Value
₹8.0 L
EMD Value
₹20,123
Closing Date
2 Nov 2026, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
LSGD Section , Chittattukkara 683522
Retarring
2026_LSGD_881687_1
28/AE/CTTA/26-27
Open Tender
Civil Works - Roads
Item Rate
360 days
LSGD Section, Chittattukkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,775
Yes
₹20,123
Yes
3 Nov 2026
24 Oct 2026
3 Nov 2026
24 Oct 2026
2 Nov 2026
24 Oct 2026
24 Oct 2026 - 2 Nov 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE ROAD | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 387 | 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 | 51.6 | cum | - | - |
| 1.003 | OD230222/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm M40 Hydraulic
blocks approved size, design and shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the duirection
of Engineer in charge | 438.6 | 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) | 11.47 | cum | - | - |
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