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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.1 L+₹59,068.36 (16.7%)Admitted-Fee/PreQual/Technical/Finance | ₹4.1 L+₹59,068.36 (16.7%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.3 L+₹80,547.57 (22.8%)Admitted-Fee/PreQual/Technical/Finance | ₹4.3 L+₹80,547.57 (22.8%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJAN. S L1 | K.M. AJAYAKUMAR L2 | VINODAN VALLUVAKKANDY L3 |
|---|---|---|---|---|---|---|
| 1.00Road concrete | ||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 73.8 | cum | 54.75 ₹4,040.55 Lowest | 63.91 ₹4,716.56 | 67.24 ₹4,962.31 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 30.75 | cum | 1,983.43 ₹60,990.47 Lowest | 2,315.16 ₹71,191.17 | 2,435.79 ₹74,900.54 |
| 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) | 37.35 | cum | 7,631.86 ₹2,85,049.97 Lowest | 8,908.31 ₹3,32,725.38 | 9,372.47 ₹3,50,061.75 |
| 1.00 | OD73368/2026-2027: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 conveyance of all materials all labour charges, fabricating etc. complete. | 1 | each | 3,086.62 ₹3,086.62 Lowest | 3,602.86 ₹3,602.86 | 3,790.58 ₹3,790.58 |
Tender Value
₹4.1 L
EMD Value
₹10,327
Closing Date
24 Jul 2026, 6:00 pmClosed
AE KMC
KANNUR
Annual Plan-KMC- Proj No 152/26-27-Road concrete from Sujiths house to Gireesh House in Thalikkavu division - 54-General Civil Work
2026_LSGD_861298_1
AE2/02/2026-27
Open Tender
Civil Works - Others
Item Wise
120 days
KANNUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹910
Yes
₹10,327
Yes
27 Jul 2026
18 Jul 2026
27 Jul 2026
18 Jul 2026
24 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concrete | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 1 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | - | 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) | - | cum | - | - |
| 1.004 | OD73368/2026-2027: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 conveyance of all materials all labour charges, fabricating etc. complete. | - | each | - | - |
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