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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.4 L+₹6,931.13 (1.31%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹5.5 L+₹22,707.10 (4.30%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹5.9 L+₹57,048.04 (10.8%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | KANNUR | KERALA | 670511 | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ANAGHBABU.P L4 | SAGAR L2 | PRAMODAN K C L1 | U M VINEESH KUMAR L3 |
|---|---|---|---|---|---|---|---|
| 1.00Detailed Estimate | |||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 112.32 | cum | 62 ₹6,963.84 | 54.36 ₹6,105.72 | 53.67 ₹6,028.21 Lowest | 55.97 ₹6,286.55 |
| 1.00 | 4.1.A.2: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. (ii) For Grading II Material | 37.44 | cum | 3,100 ₹1,16,064 | 2,654.31 ₹99,377.37 Lowest | 2,656.57 ₹99,461.98 | 2,770.69 ₹1,03,734.63 |
| 1.00 | 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) | 56.16 | cum | 8,200 ₹4,60,512 | 7,599 ₹4,26,759.84 | 7,480.12 ₹4,20,083.54 Lowest | 7,801.46 ₹4,38,129.99 |
| 1.00 | OD428499/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials all labour charges, fabricating etc complete. | 1 | 1 nos | 2,100 ₹2,100 Lowest | 3,280 ₹3,280 | 3,018.07 ₹3,018.07 | 3,147.73 ₹3,147.73 |
Tender Value
₹6.3 L
EMD Value
₹15,769
Closing Date
29 Sept 2026, 12:00 pmClosed
AE
AE ERANHOLI GP
247/25-26- NEELAMBALLY KOROTH PEEDIKA ROAD CONCRETING
2026_LSGD_871556_8
09//2026/01/AE/LIDEW/ERLY
Open Tender
Civil Works - Roads
Item Wise
180 days
ERANHOLI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,395
₹15,769
Yes
30 Sept 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed Estimate | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 112.32 | cum | - | - |
| 1.002 | 4.1.A.2: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. (ii) For Grading II Material | 37.44 | cum | - | - |
| 1.003 | 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) | 56.16 | cum | - | - |
| 1.004 | OD428499/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and coveyance of all materials all labour charges, fabricating etc complete. | 1 | 1 nos | - | - |
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