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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₹3.7 L+₹7,221.20 (2.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.9 L+₹26,287.81 (7.30%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.9 L+₹32,219.61 (8.95%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.2 L+₹63,573.63 (17.7%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ABDUL KHADER A L3 | ABDULSATHAR C P L4 | NIYAS M L5 | M Valsan L1 | Prakashan VV L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||||
| 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. | 75.06 | cum | 58.4 ₹4,383.5 | 59.3 ₹4,451.06 | 64.04 ₹4,806.84 | 54.4 ₹4,083.26 Lowest | 55.52 ₹4,167.33 |
| 1.00 | 4.1.A.2: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 25.02 | cum | 2,891.16 ₹72,336.82 | 2,935.54 ₹73,447.21 | 3,170.13 ₹79,316.65 | 2,694 ₹67,403.88 Lowest | 2,748.5 ₹68,767.47 |
| 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) | 37.53 | cum | 8,140.66 ₹3,05,518.97 | 8,265.62 ₹3,10,208.72 | 8,926.16 ₹3,34,998.78 | 7,587.2 ₹2,84,747.62 Lowest | 7,738.98 ₹2,90,443.92 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 7.51 | cum | 556.24 ₹4,175.14 | 564.78 ₹4,239.24 | 609.91 ₹4,577.98 | 518.5 ₹3,891.86 Lowest | 528.79 ₹3,969.1 |
Tender Value
₹4.2 L
EMD Value
₹10,593
Closing Date
22 Sept 2026, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LSGD LID and EW Section Mayyil Grama panchayath Post Mayyil Kannur. PIN 670602
Annual Plan-Mayyil GP-Kiliyalam Chettichor Gulikanthara Road Concrete from chainage 0/218 to 0/301.4km-Project No-374/26-27-General Civil Work
2026_LSGD_869412_18
04/AE/LSGD/MGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
120 days
MAYYIL G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,593
Yes
24 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
22 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 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. | 75.06 | cum | - | - |
| 1.002 | 4.1.A.2: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material | 25.02 | 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) | 37.53 | cum | - | - |
| 1.004 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 7.51 | cum | - | - |
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