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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAdmitted-Fee/PreQual/Technical/Finance 1606 SUB TREASURY PERAMBRA | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹9.9 L+₹5,327.39 (0.54%)Admitted-Fee/PreQual/Technical/Finance P P BEERAN VELLIYOLI THEKKEPAKKAL HOUSE MELMURI P O | MELMURI | MALAPPURAM | KERALA | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹10.1 L+₹23,757.42 (2.42%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | AMARNATH K L1 | beeranpp L2 | PRAMOD V L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD | ||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 93.37 | cum | 60 ₹5,601.96 | 14.4 ₹1,344.47 Lowest | 14.81 ₹1,382.75 |
| 1.00 | 4.1.A.1: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. (i) For Grading I Material | 62.24 | cum | 2,900 ₹1,80,507.6 Lowest | 2,991.19 ₹1,86,183.63 | 3,050 ₹1,89,844.2 |
| 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) | 93.37 | cum | 8,500 ₹7,93,611 Lowest | 8,539.39 ₹7,97,288.69 | 8,705 ₹8,12,751.03 |
| 1.00 | OD156959/2025-2026:Providing and fixing name board of size 120x60cm size with 15mm dia and 2mm thick GI pipe, 0.8mm thick MS sheet 35x35x5mm angle for post erected in concrete of CC 1:2:4 | 1 | no | 3,500 ₹3,500 | 3,731.16 ₹3,731.16 | 3,000 ₹3,000 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,423
Closing Date
13 Jul 2026, 5:00 pmClosed
EXECUTIVE ENGINEER
LID and EW Division Kozhikkode
Road
2026_LSGD_826040_3
EE/LSGD/KKD/255/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Payyoli
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹25,423
Yes
15 Jul 2026
6 Jul 2026
15 Jul 2026
6 Jul 2026
13 Jul 2026
6 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 0.4 | cum | - | - |
| 1.002 | 4.1.A.1: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. (i) For Grading I Material | 0.6 | 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) | 0.4 | cum | - | - |
| 1.004 | OD156959/2025-2026:Providing and fixing name board of size 120x60cm size with 15mm dia and 2mm thick GI pipe, 0.8mm thick MS sheet 35x35x5mm angle for post erected in concrete of CC 1:2:4 | - | no | - | - |
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