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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-Finance KASARAGOD MUNICIPAL CORPORATION KASARAGOD | KASARAGOD | KASARAGOD | KERALA | 671121 | ₹3.3 L | L1 | Accepted-Finance Accepted |
| 2 | L2₹3.9 L+₹59,102.46 (17.7%)Rejected-Finance E I HOUSE ERDUMKADAVU PO MUTTATHODY KASARAGOD | KASARAGOD | KERALA | 670511 | ₹3.9 L+₹59,102.46 (17.7%) | L2 | Rejected-Finance Rejected |
| 3 | L3₹4.3 L+₹97,066 (29.1%)Rejected-Finance | ₹4.3 L+₹97,066 (29.1%) | L3 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | B.M BASHEER L1 | MOIDEEN MAHFOOS E M L2 | MUNEER MOIDU L3 |
|---|---|---|---|---|---|---|
| 1.00Road side concrete | ||||||
| 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 | 62 | cum | 333 ₹20,646 Lowest | 385.16 ₹23,879.92 | 415 ₹25,730 |
| 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. | 24.8 | cum | 1,800 ₹44,640 Lowest | 2,169.9 ₹53,813.52 | 2,338 ₹57,982.4 |
| 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) | 37.2 | cum | 7,107 ₹2,64,380.4 Lowest | 8,350.12 ₹3,10,624.46 | 9,200 ₹3,42,240 |
| 1.00 | OD510240/2025-2026:Engraving letters in hard stone | 350 | per Letter per cm height | 9 ₹3,150 Lowest | 9.47 ₹3,314.5 | 10.2 ₹3,570 |
| 1.00 | OD510262/2025-2026:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished
machine cut granite stone of required size and shape of approved shade, colour and texture in
footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement
mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-incharge.
With granite stone of area less than 0.50 sqm. | 0.3 | sqm | 3,500 ₹1,050 Lowest | 4,454.88 ₹1,336.46 | 4,700 ₹1,410 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
27 May 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD -ENGINEERING SECTION KASARAGOD MUNICIPALITY
MLA-SDF-MLA-SDF 2025-26-KASARAGODCONSTITUENCY SRI. N A NELLIKKUNNU MLATHURUTHI MAIN ROAD SIDE CONCRETE-WARD16 (CHAINAGE 0/000 TO 0/118)
2026_LSGD_852178_1
02/2026-27/AE/LSGD/KSD/KMC
Open Tender
Civil Works - Roads
Item Rate
180 days
KASARAGOD MUNICIPALITY
Please refer tende documents
9 documents required · 9 mandatory
₹935
₹10,592
5 Aug 2026
22 May 2026
28 May 2026
22 May 2026
27 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road side concrete | |||||
| 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. <br>(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 | - | - |
| 1.004 | OD510240/2025-2026:Engraving letters in hard stone | - | per Letter per cm height | - | - |
| 1.005 | OD510262/2025-2026:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished
machine cut granite stone of required size and shape of approved shade, colour and texture in
footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement
mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-incharge.
With granite stone of area less than 0.50 sqm. | - | sqm | - | - |
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