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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-AOC | ₹7.8 L | L1 | Accepted-AOC AS PER RESOLUTION |
| Sl No | Description | Qty | Unit | SREEJESH R L1 |
|---|---|---|---|---|
| 1.00concrete | ||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 113.7 | cum | 62.41 ₹7,096.02 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 9.75 | cum | 456.01 ₹4,446.1 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 87.7 | cum | 2,934.99 ₹2,57,398.62 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) | 2.34 | cum | 8,193.34 ₹19,172.42 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) | 59.1 | cum | 8,202.65 ₹4,84,776.62 Lowest |
| 1.01 | OD277622/2024-2025:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick(
class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a
frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from
ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance
of all materials and labour charges , fabricating etc complete | 1 | each | 4,123.76 ₹4,123.76 Lowest |
| 1.01 | OD277621/2024-2025:Lettering with black japan paint of approved brand and manufacture | 100 | each | 5.72 ₹572 Lowest |
Tender Value
₹7.8 L
EMD Value
₹19,440
Closing Date
1 Mar 2025, 6:00 pmClosed
AE LSGD Chelora
AE LSGD CHELORA
Annual Plan-Kannur Corporation - Chelora zone div 30 - Proj 1367/24-25-Vayalkkara road concrete-General Civil Work
2025_LSGD_726404_15
CHLR/24-25/7
Open Tender
Civil Works - Roads
Item Rate
180 days
KANNUR MUNICIPAL CORPORATION CHELORA ZONAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,715
Yes
₹19,440
Yes
24 Aug 2026
24 Feb 2025
3 Mar 2025
24 Feb 2025
1 Mar 2025
24 Feb 2025
Amount
concrete
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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.
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
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)
OD277622/2024-2025:supplying and fitting name board of size 75 x 45cm made with gi plain sheet 1.25 mm thick( class III) fitted with 35 x35 x5 mm MS angle 2 nos horizontally and 3 nos vertically to make a frame for strengthening the gi sheet fitted 2 nos 40mm gi pipe vertically 1.5m above from ground level and fixing in cement concrete 1:2:4 . 40x40x40cm including cost and conveyance of all materials and labour charges , fabricating etc complete
OD277621/2024-2025:Lettering with black japan paint of approved brand and manufacture
Bidder Name
SREEJESH R
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