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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAdmitted-Fee/PreQual/Technical/Finance | ₹5.1 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.4 L+₹31,347.12 (6.19%)Admitted-Fee/PreQual/Technical/Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | ₹5.4 L+₹31,347.12 (6.19%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.5 L+₹42,356.46 (8.36%)Admitted-Fee/PreQual/Technical/Finance | ₹5.5 L+₹42,356.46 (8.36%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | steny m joy L3 | V V Manojan L2 | TEENA BABU L1 |
|---|---|---|---|---|---|---|
| 1.00Alamippalli Shuttle Court Road to Irigation Footpath Concreting | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 42.6 | cum | 346 ₹14,739.6 Lowest | 360 ₹15,336 | 350 ₹14,910 |
| 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. | 21.3 | cum | 2,112.8 ₹45,002.64 | 2,029 ₹43,217.7 | 1,900 ₹40,470 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) | 61.38 | cum | 7,969 ₹4,89,137.22 | 7,809 ₹4,79,316.42 | 7,350 ₹4,51,143 Lowest |
Tender Value
₹6.2 L
EMD Value
₹15,493
Closing Date
10 Sept 2026, 11:00 amClosed
Assistant Engineer, LIDEW, Kanhangad Municipality
Assistant Engineer, LIDEW, Kanhangad Municipality
Annual Plan Pro no 270/26-Alamippalli Shuttle Court Road to Irigation Footpath Concreting
2026_LSGD_866770_21
02/2026/TN/AE/LIDEW/KMC
Open Tender
Civil Works - Roads
Item Rate
180 days
KANHANGAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,370
Yes
₹15,493
Yes
11 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Alamippalli Shuttle Court Road to Irigation Footpath Concreting | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | 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. | - | 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 | - | - |
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