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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.7 L+₹6,758.40 (1.85%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.7 L+₹9,299.03 (2.55%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹3.9 L+₹20,290.08 (5.56%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹4.1 L+₹43,116.66 (11.8%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C P BABU L5 | ABDUL KHADER A L4 | ABDULSATHAR C P L3 | NIYAS M L6 | Prakashan VV L1 | M Valsan L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Concreting-from ch0/00 km to 0/098km | |||||||||
| 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. | 82.77 | cum | 61.86 ₹5,120.15 | 58.4 ₹4,833.77 | 56.74 ₹4,696.37 | 64.04 ₹5,300.59 | 55.33 ₹4,579.66 Lowest | 56.32 ₹4,661.61 |
| 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. (ii) Using Gravel mix soil. | 20.69 | cum | 2,240.93 ₹46,371.56 | 2,115.66 ₹43,779.35 | 2,055.34 ₹42,531.15 | 2,319.8 ₹48,003.62 | 2,004.31 ₹41,475.19 Lowest | 2,041.6 ₹42,246.83 |
| 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) | 41.38 | cum | 8,622.67 ₹3,56,849.2 | 8,140.66 ₹3,36,901.21 | 7,908.56 ₹3,27,295.76 | 8,926.16 ₹3,69,409.13 | 7,712.2 ₹3,19,169.4 Lowest | 7,854.88 ₹3,25,074.21 |
Tender Value
₹4.2 L
EMD Value
₹10,568
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 Gramapanchayath- 2026-27 -Kottalipalli Road Concrete from ch 0/00km to 0/098km--Project No.371/26-27--General Civil Work
2026_LSGD_869412_13
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
₹10,568
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 |
|---|---|---|---|---|---|
| 1Concreting-from ch0/00 km to 0/098km | |||||
| 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. | 82.77 | 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. (ii) Using Gravel mix soil. | 20.69 | 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) | 41.39 | cum | - | - |
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