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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-Finance | ₹4.6 L | L1 | Accepted-Finance Accepted Vide Resolution No.132 dtd.02-07-2026 of Kannur Municipal Corporation |
| 2 | L2₹4.8 L+₹21,005 (4.55%)Accepted-Finance | ₹4.8 L+₹21,005 (4.55%) | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | K V SANTHOSH L2 | MANJUSH KUMAR L1 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | |||||
| 1.00 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | 0.03 | Hectare | 50,544.48 ₹1,566.88 | 48,346.89 ₹1,498.75 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 76.08 | cum | 75.87 ₹5,772.19 | 72.57 ₹5,521.13 Lowest |
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 77.76 | cum | 17.3 ₹1,345.25 | 16.54 ₹1,286.15 Lowest |
| 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. | 25.92 | cum | 2,667.77 ₹69,148.6 | 2,551.78 ₹66,142.14 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) | 38.88 | cum | 10,265.08 ₹3,99,106.31 | 9,818.76 ₹3,81,753.39 Lowest |
| 1.01 | OD520559/2025-2026:supplying and fitting name board of size 75x45cm made with plain sheet 1.25mm thick (CLASSIII)fitted with 35x35x5mm MS angle 2 nos harizontally and 3nos vertically to make a frame for strengthening the gi sheet fitted 2nos 40mm gi pipe vertically 1.5m above ground level and fixing in cement concrete 1:2:4 40x40x40 cm including cost and conveyence of all materilas and labour charges ,fabricating etc complete | 1 | each | 5,173.97 ₹5,173.97 | 4,949.01 ₹4,949.01 Lowest |
| 1.01 | 10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman | 600 | cm | 1.6 ₹960 | 1.53 ₹918 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,502
Closing Date
2 Jun 2026, 6:00 pmClosed
SMITHA T V
Assistant Engineer, Elayavoor Zonal, Kannur Muncipal Corporation
ElayavoorSouth LP school Ambalam road concreting in Div 22-Proj.No.90/2025-26
2026_LSGD_852906_13
E1 2412506/2024 Dt.23/05/2026 (T1)
Open Tender
Civil Works - Roads
Item Rate
180 days
ELAYAVOOR ZONAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,502
Yes
11 Sept 2026
26 May 2026
4 Jun 2026
26 May 2026
2 Jun 2026
26 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETING | |||||
| 1.001 | 2.1:Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means | - | Hectare | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.003 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD520559/2025-2026:supplying and fitting name board of size 75x45cm made with plain sheet 1.25mm thick (CLASSIII)fitted with 35x35x5mm MS angle 2 nos harizontally and 3nos vertically to make a frame for strengthening the gi sheet fitted 2nos 40mm gi pipe vertically 1.5m above ground level and fixing in cement concrete 1:2:4 40x40x40 cm including cost and conveyence of all materilas and labour charges ,fabricating etc complete | - | each | - | - |
| 1.007 | 10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman | - | cm | - | - |
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