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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹2.0 L+₹10,459.69 (5.42%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹2.1 L+₹19,894.76 (10.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ASRAF A L3 | MUKKOM LABOUR CONTRACT CO OP SOCIETY LTD L2 | LATHEEF A P L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE WORK | ||||||
| 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. | 115.5 | sqm | 12.4 ₹1,432.2 | 11.8 ₹1,362.9 | 11.2 ₹1,293.6 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 12.15 | cum | 55.3 ₹671.9 | 52.9 ₹642.74 | 50.2 ₹609.93 Lowest |
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 12.15 | cum | 33.6 ₹408.24 | 32.2 ₹391.23 | 30.5 ₹370.58 Lowest |
| 1.00 | OD173355/2026-2027:Using departmental Material- 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 (OD Based on 4.1.A.1) | 8.66 | cum | 157.7 ₹1,366.16 | 150.7 ₹1,305.51 | 142.9 ₹1,237.94 Lowest |
| 1.00 | OD171477/2026-2027: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,spreading in layers,leveling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade.&It:br &gt;(ii)Using Gravel mix soil. (Modified OD 4.11.2) | 8.74 | cum | 1,844.9 ₹16,118.89 | 1,763.2 ₹15,405.08 | 1,672.5 ₹14,612.63 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 26.1 | cum | 7,389.2 ₹1,92,858.12 | 7,061.8 ₹1,84,312.98 | 6,698.7 ₹1,74,836.07 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,326
Closing Date
24 Sept 2026, 4:00 pmClosed
AMITH SONU
Office of the Assistant Engineer, LIDEW Section, Karassery
Annual Plan-36/2026-27 MOOLAYIL KALLADAYIL ROAD MAINTENANCE IN WARD 14
2026_LSGD_870657_1
AE/LIDEW/KRSRY/TENDER5/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
KARASSERY
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,326
Yes
13 Oct 2026
17 Sept 2026
26 Sept 2026
17 Sept 2026
24 Sept 2026
17 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTENANCE WORK | |||||
| 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. | 115.5 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 12.15 | cum | - | - |
| 1.003 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 12.15 | cum | - | - |
| 1.004 | OD173355/2026-2027:Using departmental Material- 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 (OD Based on 4.1.A.1) | 8.66 | cum | - | - |
| 1.005 | OD171477/2026-2027: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,spreading in layers,leveling the top at site and consolidation by ramming,etc complete for improving the CBR value of subgrade.&It:br &gt;(ii)Using Gravel mix soil. (Modified OD 4.11.2) | 8.74 | cum | - | - |
| 1.006 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 26.1 | cum | - | - |
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