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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-AOC 1207 SUB TREASURY KUNNATHUNAD | KANNUR | KERALA | 670001 | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical NEETTUKATTIL HOUSE CHENGARA PATTIMATTOM P O PIN 683562 | PATTIMATTOM | ERNAKULAM | KERALA | 683562 | - | Rejected-Technical L5 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical BXMPS0586H | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical ASAMANNOOR | DHEMAJI | ASSAM | 787026 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MOHANAN.N.V L5 | SOJAN N GEORGE L4 | SEBASTIAN AP L3 | K P PAULOSE L1 | SUGATHAN C V L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00road maintenance | ||||||||
| 1.00 | OD231560/2025-2026:Sectioning up to 150mm and forming the surface for new road way including clearing the roadway of any debris, levelling, cambering, etc. complete | 6.3 | sqm | 36 ₹226.8 | 60 ₹378 | 53.83 ₹339.13 | 8 ₹50.4 Lowest | 52.97 ₹333.71 |
| 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 | 103.31 | cum | 340 ₹35,124.38 | 370 ₹38,223.59 | 380.84 ₹39,343.44 | 50 ₹5,165.35 Lowest | 374.83 ₹38,722.56 |
| 1.00 | OD231559/2025-2026:Providing Plain cement concrete for road work( Exclusive of form work )CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1 | 104.79 | cum | 8,400 ₹8,80,236 | 8,250 ₹8,64,517.5 | 7,932.4 ₹8,31,236.2 | 7,700 ₹8,06,883 Lowest | 7,807.33 ₹8,18,130.11 |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 63 | sqm | 9 ₹567 Lowest | 15 ₹945 | 13.81 ₹870.03 | 15 ₹945 | 13.59 ₹856.17 |
| 1.00 | OD234035/2025-2026: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 | 15.59 | cum | 3,500 ₹54,575.5 | 3,000 ₹46,779 | 2,757.61 ₹42,999.41 | 2,800 ₹43,660.4 | 2,714.13 ₹42,321.43 Lowest |
| 1.01 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 11.69 | cum | 400 ₹4,677.6 | 55 ₹643.17 | 48.08 ₹562.25 | 50 ₹584.7 | 47.32 ₹553.36 Lowest |
| 1.01 | OD233107/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineer- in-charge. | 149.62 | sqm | 1,148 ₹1,71,769.5 Lowest | 1,250 ₹1,87,031.25 | 1,178.75 ₹1,76,370.47 | 1,250 ₹1,87,031.25 | 1,160.16 ₹1,73,588.94 |
| 2.00name board | ||||||||
| 2.00 | OD233833/2025-2026:Providing Name board of average size 90x60 cm fixing GI Pipe including bottom painting concreting lettering, bottom pedestal, G.I Pipes, M.S Sheet including Synthetic enamel paint lettering. | 1 | each | 8,500 ₹8,500 | 8,000 ₹8,000 | 4,713.96 ₹4,713.96 | 2,500 ₹2,500 Lowest | 4,639.64 ₹4,639.64 |
Tender Value
₹12.7 L
EMD Value
₹31,777
Closing Date
1 Sept 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2025_LSGD_789680_1
ET95/DPEKM/EE/LSGD/25-26
Open Tender
Civil Works - Roads
Item Rate
300 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,777
Yes
16 Oct 2025
22 Aug 2025
3 Sept 2025
22 Aug 2025
1 Sept 2025
22 Aug 2025
Amount
road maintenance
OD231560/2025-2026:Sectioning up to 150mm and forming the surface for new road way including clearing the roadway of any debris, levelling, cambering, etc. complete
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
OD231559/2025-2026:Providing Plain cement concrete for road work( Exclusive of form work )CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD234035/2025-2026: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
3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD233107/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineer- in-charge.
name board
OD233833/2025-2026:Providing Name board of average size 90x60 cm fixing GI Pipe including bottom painting concreting lettering, bottom pedestal, G.I Pipes, M.S Sheet including Synthetic enamel paint lettering.
SUGATHAN C V (BID ID -2320420)
SEBASTIAN AP (BID ID -2318389)
SOJAN N GEORGE (BID ID -2315150)
MOHANAN.N.V (BID ID -2314674)
Bidder Name
MOHANAN.N.V
K P PAULOSE
SEBASTIAN AP
SOJAN N GEORGE
SUGATHAN C V
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