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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹8.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹8.3 L+₹25,518.66 (3.17%)Admitted-Fee/PreQual/Technical/Finance | ₹8.3 L+₹25,518.66 (3.17%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹8.9 L+₹81,699.28 (10.1%)Admitted-Fee/PreQual/Technical/Finance | ₹8.9 L+₹81,699.28 (10.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹8.9 L+₹85,918.84 (10.7%)Admitted-Fee/PreQual/Technical/Finance | ₹8.9 L+₹85,918.84 (10.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SUNEESH.K L2 | P S MANOJ KUMAR L1 | Muhammed kunju MA L3 | KA SALAHUDHEEN L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 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. | 425 | sqm | 13.54 ₹5,754.5 | 13.13 ₹5,580.25 Lowest | 14 ₹5,950 | 14.52 ₹6,171 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 52.91 | cum | 2,823.81 ₹1,49,416.26 | 2,737.06 ₹1,44,826.06 Lowest | 2,850 ₹1,50,802.05 | 3,029.13 ₹1,60,280.36 |
| 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) | 86.92 | cum | 7,771.88 ₹6,75,570.67 | 7,533.12 ₹6,54,816.46 Lowest | 8,400 ₹7,30,170 | 8,336.96 ₹7,24,690.25 |
Tender Value
₹9.8 L
EMD Value
₹24,549
Closing Date
16 Sept 2026, 9:00 amClosed
Assistant Engineer,Karumalloor GP
Assistant Engineer,Karumalloor GP
Viving colony Road ward 14
2026_LSGD_868150_1
8/AE/KMLR/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
Karumalloor GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,165
Yes
₹24,549
Yes
17 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
16 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 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. | 425 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 52.91 | cum | - | - |
| 1.003 | 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) | 86.93 | cum | - | - |
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