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Tender ID
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 | 1₹2.9 LAccepted-AOC VAZHAYOOR GP KERALA KL | KOZHIKODE | KERALA | 612906 | 1 | Accepted-AOC 1 | |
| 2 | Rejected-Technical YATTOOR HOUSE KANNAKKAM CHELARI OORAKAM 673616 | CHELARI | MALAPPURAM | KERALA | 673616 | - | Rejected-Technical 2 |
| Sl No | Description | Qty | Unit | MUHAMMED ABDUL BASHEER L2 | Rijinlal.P L1 |
|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||
| 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. | 202.95 | sqm | 14.7 ₹2,983.37 | 14.49 ₹2,940.75 Lowest |
| 1.00 | OD227085/2025-2026: [Modified Specification code: 2.8.1 from DAR]: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 | 10.82 | cum | 344.22 ₹3,725.84 | 339.4 ₹3,673.67 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 | 7.44 | cum | 3,077.04 ₹22,899.33 | 3,033.96 ₹22,578.73 Lowest |
| 1.00 | OD227083/2025-2026:[OD from MORD 6.7.1-Interlocking Concrete Block Pavement 80 mm thickness] : Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504 | 224.01 | sqm | 991.62 ₹2,22,132.8 | 977.74 ₹2,19,023.54 Lowest |
| 1.00 | OD227164/2025-2026:[Modified 75.8.1(excluding shuttering)]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) | 4.8 | cum | 8,446.62 ₹40,569.12 | 8,328.37 ₹40,001.16 Lowest |
Tender Value
₹2.9 L
EMD Value
₹7,308
Closing Date
3 Nov 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
Office of the Assistant Engineer, LSGD Section, Vazhayoor Grama Panchayat
ANNUAL PLAN - 2025 -26
2025_LSGD_815292_1
172/2025/AE/LSGD/VYR/MLPM
Open Tender
Civil Works - Roads
Item Rate
KARAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹645
Yes
₹7,308
Yes
25 Nov 2025
27 Oct 2025
5 Nov 2025
27 Oct 2025
3 Nov 2025
27 Oct 2025
27 Oct 2025 - 3 Nov 2025
Amount
ROAD WORK
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.
OD227085/2025-2026: [Modified Specification code: 2.8.1 from DAR]: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
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
OD227083/2025-2026:[OD from MORD 6.7.1-Interlocking Concrete Block Pavement 80 mm thickness] : Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504
OD227164/2025-2026:[Modified 75.8.1(excluding shuttering)]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)
MUHAMMED ABDUL BASHEER (BID ID -2423794)
Bidder Name
MUHAMMED ABDUL BASHEER
Rijinlal.P
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