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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Fee/PreQual/Technical/Finance | ₹1.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 L+₹5,892.97 (5.11%)Admitted-Fee/PreQual/Technical/Finance CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹1.2 L+₹5,892.97 (5.11%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.2 L+₹7,534.80 (6.53%)Admitted-Fee/PreQual/Technical/Finance NULL | ₹1.2 L+₹7,534.80 (6.53%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | BM ABDHULLA L2 | ahammed C H B L3 | K A FAISAL L1 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE | ||||||
| 1.00 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.79 | cum | 1,702.75 ₹6,461.94 | 1,740 ₹6,603.3 | 950 ₹3,605.25 Lowest |
| 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 | 17.25 | cum | 409.65 ₹7,066.46 Lowest | 415 ₹7,158.75 | 420 ₹7,245 |
| 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. <br>(ii) Using Gravel mix soil. | 6.9 | cum | 2,307.84 ₹15,924.1 | 2,338 ₹16,132.2 | 2,250 ₹15,525 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 10.35 | cum | 8,872.05 ₹91,825.72 | 8,988 ₹93,025.8 | 8,600 ₹89,010 Lowest |
Tender Value
₹1.2 L
EMD Value
₹3,074
Closing Date
15 Sept 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD -ENGINEERING SECTION KASARAGOD MUNICIPALITY
BHOOPAS ROADBALANCE PORTION RE-CONCRETE IN WARD-6-
2026_LSGD_867476_8
02/2026-27/AE/LSGD/KSD/KMC
Open Tender
Civil Works - Others
Item Rate
180 days
KASARAGOD MUNICIPALITY
Please refer tender documents
9 documents required · 9 mandatory
₹555
₹3,074
18 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
15 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE | |||||
| 1.001 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 3.8 | cum | - | - |
| 1.002 | 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 | 17.25 | cum | - | - |
| 1.003 | 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. <br>(ii) Using Gravel mix soil. | 6.9 | cum | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 10.35 | cum | - | - |
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