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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | ₹6.6 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | K.M. AJAYAKUMAR L1 |
|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||
| 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. | 117 | cum | 64.04 ₹7,492.68 Lowest |
| 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 | 39 | cum | 3,124.47 ₹1,21,854.33 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) | 58.5 | cum | 8,926.16 ₹5,22,180.36 Lowest |
| 2.00NAME BOARD | ||||
| 2.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 0.29 | cum | 335.74 ₹97.03 Lowest |
| 2.00 | OD359649/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc. | 0.53 | cum | 6,189.38 ₹3,274.18 Lowest |
| 2.00 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 3.56 | sqm | 345.11 ₹1,230.32 Lowest |
| 2.00 | 8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | 0.54 | sqm | 3,634.69 ₹1,962.73 Lowest |
| 2.00 | 16.21:Engraving letters in hard stone | 310 | per Letter per cm height | 10.21 ₹3,165.1 Lowest |
Tender Value
₹6.6 L
EMD Value
₹16,531
Closing Date
27 Jun 2026, 6:00 pmClosed
EE Kannur Muncipal Corporation
Kannur Municipal Corporation, Civil Station P O , Kannur
MLA-SDF-MLA- SDF-2022-23- SRI RAMACHANDRAN KADANNAPPALLI - NEELIYATH THAZHE THIRIPPARA KUNNUMBRAM ATTADAPPA U P SCHOOL THAZHE VAYAL ROAD UPTO FOOTPATH IN DIVISION 31 IN EDAKKAD ZONAL IN KANNUR MUNICIPAL CORPORATION-MLA- SDF-2022-23-General Civil Work
2026_LSGD_856900_11
DB/TN-01(10-A)/KMC/2026-27 Dt.20.06.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,460
Yes
₹16,531
Yes
22 Aug 2026
20 Jun 2026
29 Jun 2026
20 Jun 2026
27 Jun 2026
20 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 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. | - | 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 | - | 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 | - | - |
| 2NAME BOARD | |||||
| 2.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 2.002 | OD359649/2024-2025:Laterate masonry with neatly dressed laterate stone of size 35x20x15cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc. | 1 | cum | - | - |
| 2.003 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 2.004 | 8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | - | sqm | - | - |
| 2.005 | 16.21:Engraving letters in hard stone | - | per Letter per cm height | - | - |
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