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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+₹3,706.70 (3.00%)Admitted-Fee/PreQual/Technical/Finance | ₹1.3 L+₹3,706.70 (3.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.4 L+₹14,133.98 (11.4%)Admitted-Fee/PreQual/Technical/Finance | ₹1.4 L+₹14,133.98 (11.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAHMATHULLA M.E. L1 | Muhammed Shafi.AK L2 | MPB L3 |
|---|---|---|---|---|---|---|
| 1.00Renovation works | ||||||
| 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. | 42.4 | cum | 48.02 ₹2,036.05 Lowest | 49.46 ₹2,097.1 | 60 ₹2,544 |
| 1.00 | OD111225/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (modified 4.1.A.1 with plate vibrator) | 10.6 | cum | 2,215.48 ₹23,484.09 Lowest | 2,281.94 ₹24,188.56 | 3,000 ₹31,800 |
| 1.00 | OD111224/2026-2027: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) | 15.9 | cum | 6,166.03 ₹98,039.88 Lowest | 6,351.01 ₹1,00,981.06 | 6,500 ₹1,03,350 |
Tender Value
₹1.7 L
EMD Value
₹4,232
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 Kodappanakkad Nerattu Road
2026_LSGD_863767_16
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
₹4,232
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 | 3.5.2: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. | 1 | cum | - | - |
| 1.002 | OD111225/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (modified 4.1.A.1 with plate vibrator) | 1 | cum | - | - |
| 1.003 | OD111224/2026-2027: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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