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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.3 L+₹2,017.02 (1.63%)Admitted-Fee/PreQual/Technical/Finance | ₹1.3 L+₹2,017.02 (1.63%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.4 L+₹13,724.60 (11.1%)Admitted-Fee/PreQual/Technical/Finance | ₹1.4 L+₹13,724.60 (11.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.4 L+₹15,254.69 (12.3%)Admitted-Fee/PreQual/Technical/Finance | ₹1.4 L+₹15,254.69 (12.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹1.4 L+₹15,808.36 (12.8%)Admitted-Fee/PreQual/Technical/Finance | ₹1.4 L+₹15,808.36 (12.8%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | salahudheen L5 | Muhammed Shafi.AK L2 | MPB L6 | RAHMATHULLA M.E. L1 | BASHIR PALAKKAL L3 | MOHAMMED IQBAL U L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Renovation works | |||||||||
| 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. | 120 | sqm | 12.1 ₹1,452 | 10.91 ₹1,309.2 | 14 ₹1,680 | 10.73 ₹1,287.6 Lowest | 11.92 ₹1,430.6 | 12.1 ₹1,452 |
| 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 | 5.08 | cum | 2,533.33 ₹12,871.85 | 2,282.86 ₹11,599.21 | 3,000 ₹15,243 | 2,246.24 ₹11,413.15 Lowest | 2,495.48 ₹12,679.53 | 2,523.2 ₹12,820.38 |
| 1.00 | OD113436/2026-2027: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) (modified 75.8.1 without shuttering) | 18 | cum | 6,954.1 ₹1,25,173.8 | 6,266.55 ₹1,12,797.9 | 6,900 ₹1,24,200 | 6,166.03 ₹1,10,988.54 Lowest | 6,850.21 ₹1,23,303.76 | 6,926.2 ₹1,24,671.6 |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
11 Aug 2026, 11:00 amClosed
O/O Assistant Engineer LID EW Section Kuzhimanna
O/O Assistant Engineer LID EW Section Kuzhimanna
Renovation works to Melmuri Marathu Pulisseri Road
2026_LSGD_863767_15
T1/AE/LID EW/KMNA/26-27
Open Tender
Civil Works - Roads
Item Rate
Kuzhimanna
Pls refer tender documents
7 documents required · 7 mandatory
₹555
Yes
₹4,236
Yes
13 Aug 2026
3 Aug 2026
13 Aug 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation works | |||||
| 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. | - | 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 | - | cum | - | - |
| 1.003 | OD113436/2026-2027: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) (modified 75.8.1 without shuttering) | - | cum | - | - |
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