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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.6 L+₹208.46 (0.06%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M Valsan L1 | SAJEESH I V L2 |
|---|---|---|---|---|---|
| 1.00Concreting-from ch0/303 km to 0/387.50km | |||||
| 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. | 58.3 | cum | 58 ₹3,381.69 | 55.07 ₹3,210.86 Lowest |
| 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 | 19.43 | cum | 2,800 ₹54,418 | 2,726.3 ₹52,985.64 Lowest |
| 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) | 36.76 | cum | 7,950 ₹2,92,226.1 | 7,676.5 ₹2,82,172.79 Lowest |
| 1.00 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 4.44 | cum | 1,100 ₹4,884 | 645.92 ₹2,867.88 Lowest |
| 1.00 | OD166253/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:5 for road side protection including all cost of materials, labour charges etc.(MOD 50.6.7.2) | 2.22 | cum | 1,100 ₹2,442 Lowest | 6,162.42 ₹13,680.57 |
| 1.01 | OD166258/2026-2027:Laterate masonry Departmental with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry for road side protection including all cost of materials, labour charges etc.(MOD 50.6.7.2) | 2.22 | cum | 1,500 ₹3,330 Lowest | 2,618.49 ₹5,813.05 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.27 | cum | 7,900 ₹2,133 Lowest | 8,393.81 ₹2,266.33 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.01 | tonne | 79,000 ₹1,027 Lowest | 81,010.03 ₹1,053.13 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
29 Sept 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer LSGD LID and EW Section Mayyil Grama panchayath Post Mayyil Kannur. PIN 670602
Annual Plan-Mayyil Gramapanchayath- 2026-27 Annual Plan-Mayyil Gramapanchayath- 2026-27 Mayyil Village Office Kannothu Mukku Road Concrete from chainage 0/303 km to 0/387.50km-Project No. 353/26-27-General Civil Work
2026_LSGD_871225_10
05/AE/LSGD/MGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
90 days
MAYYIL G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,583
Yes
1 Oct 2026
22 Sept 2026
1 Oct 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting-from ch0/303 km to 0/387.50km | |||||
| 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. | 58.31 | 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 | 19.44 | 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) | 36.76 | cum | - | - |
| 1.004 | 2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete | 4.44 | cum | - | - |
| 1.005 | OD166253/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:5 for road side protection including all cost of materials, labour charges etc.(MOD 50.6.7.2) | 2.22 | cum | - | - |
| 1.006 | OD166258/2026-2027:Laterate masonry Departmental with neatly dressed laterate stone of size 35x20x20cm or nearest size in dry for road side protection including all cost of materials, labour charges etc.(MOD 50.6.7.2) | 2.22 | cum | - | - |
| 1.007 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 0.27 | cum | - | - |
| 1.008 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.01 | tonne | - | - |
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