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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58,211.92Admitted-Fee/PreQual/Technical/Finance KARALIKKATTIL HOUSE WANDOOR | WANDOOR | MALAPPURAM | KERALA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹70,094.84+₹11,882.92 (20.4%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹75,870+₹17,658.08 (30.3%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Noorul Hassan K T L1 | MOHAMMED SANOOB VP L2 | CALICUT AIRPORT LCCS. LTD. L3 |
|---|---|---|---|---|---|---|
| 1.00Road Concreting | ||||||
| 1.00 | OD25168/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 54 | sqm | 26.97 ₹1,456.38 Lowest | 32.47 ₹1,753.38 | 40 ₹2,160 |
| 1.00 | OD25167/2026-2027:[OD From Mord 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 4.05 | cum | 2,424.89 ₹9,820.8 Lowest | 2,919.88 ₹11,825.51 | 3,500 ₹14,175 |
| 1.00 | OD25166/2026-2027:[OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 54 | sqm | 792.3 ₹42,784.2 Lowest | 954.04 ₹51,518.16 | 1,000 ₹54,000 |
| 1.00 | OD81453/2026-2027:(OD from Mord 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) | 0.61 | cum | 6,748.85 ₹4,150.54 Lowest | 8,126.49 ₹4,997.79 | 9,000 ₹5,535 |
Tender Value
₹72,856
EMD Value
₹1,821
Closing Date
28 Sept 2026, 10:00 amClosed
The Assistant Engineer, LIDEW Section , wandoor G
The Assistant Engineer, LIDEW Section , wandoor GP
Annual Plan-2026-27 Wandoor GP Pr No-389/27-Kunnakad PP Siraj Road interlock pavment ward 21-General Civil Work
2026_LSGD_870814_19
ETN/04/AE/LSGD/WDR/26-27
Open Tender
Civil Works - Roads
Item Rate
345 days
Wandoor GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹1,821
Yes
28 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
28 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | OD25168/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m | 54 | sqm | - | - |
| 1.002 | OD25167/2026-2027:[OD From Mord 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 4.05 | cum | - | - |
| 1.003 | OD25166/2026-2027:[OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. | 54 | sqm | - | - |
| 1.004 | OD81453/2026-2027:(OD from Mord 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) | 0.62 | cum | - | - |
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