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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC accepted | |
| 2 | L2₹3.1 L+₹7,136 (2.37%)Rejected-AOC PRAVEEN VILLA VEEDU VALAVANNUR P O MALAPPURAM 676555 | 676555 | L2 | Rejected-AOC rejected. | |
| 3 | L3₹3.1 L+₹10,023 (3.33%)Rejected-AOC ACTING STAMP VENDOR VALAVANNUR KERALA | L3 | Rejected-AOC rejected. | |
| 4 | L4₹3.2 L+₹16,246 (5.40%)Rejected-AOC ANGANVADI ROAD RE CONCRETING GENERAL CIVIL WORK RETENDER | L4 | Rejected-AOC rejected. |
| Sl No | Description | Qty | Unit | Abdul Nazer T L3 | JABIRJASEEM L4 | MOHAMED KUTTY P T L1 | ALI C L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Renovation | |||||||
| 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. | 62.5 | sqm | 12 ₹750 Lowest | 12.86 ₹803.75 | 12.2 ₹762.5 | 12 ₹750 Lowest |
| 1.00 | OD414588/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (OD from
DAR 2.28.1) | 35.1 | 1 sqm | 29 ₹1,017.9 | 29.53 ₹1,036.5 | 28.01 ₹983.15 | 28 ₹982.8 Lowest |
| 1.00 | OD414939/2025-2026:( OD From MoRD 3.3 And 3.4 )-Filling with contractors own earth (Excluding rock) in open areas in layers not exceeding 20 cm depth ,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift 1.50 m as per direction of site engineer -in charge. | 36.33 | cum | 381 ₹13,842.87 | 389 ₹14,133.54 | 369.89 ₹13,439.21 Lowest | 378 ₹13,733.87 |
| 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 | 21.68 | cum | 2,640 ₹57,227.28 | 2,692 ₹58,354.48 | 2,553.94 ₹55,361.76 Lowest | 2,615 ₹56,685.36 |
| 1.00 | OD414587/2025-2026: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) | 32.52 | cum | 7,246 ₹2,35,603.69 | 7,390 ₹2,40,285.85 | 7,010.69 ₹2,27,952.59 Lowest | 7,179 ₹2,33,425.19 |
| 1.01 | OD414586/2025-2026:Providing and fixing Granite of any color and shade for name board of required size laid over
base of cement mortar 1:4 (1 cement :4 Coarse sand)including all charges tc .Complete at all
levels including lettering and fixing | 1 | each | 2,507 ₹2,507 | 2,557 ₹2,557 | 2,426.68 ₹2,426.68 Lowest | 2,484 ₹2,484 |
Tender Value
₹3.6 L
EMD Value
₹9,064
Closing Date
3 Feb 2026, 5:00 pmClosed
OFFICE THE ASSISTANT ENGINEER LIDANDEWD VALAVANNUR
OFFICE THE ASSISTANT ENGINEER LIDANDEWD VALAVANNUR
Annual Plan-VALAVANNUR GP 2025-26(P.NO.366/26)Jappan padi Poolakkal Road Renovation
2026_LSGD_830231_10
05/AE/LIDEW/VLNR/2025-26
Open Tender
Civil Works - Buildings
Item Rate
OFFICE THE ASSISTANT ENGINEER LIDANDEWD VALAVANNUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹800
Yes
₹9,064
Yes
23 May 2026
24 Jan 2026
5 Feb 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
Road Renovation
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.
OD414588/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (OD from DAR 2.28.1)
OD414939/2025-2026:( OD From MoRD 3.3 And 3.4 )-Filling with contractors own earth (Excluding rock) in open areas in layers not exceeding 20 cm depth ,consolidating each deposited layer by ramming and watering, lead upto 50 m and lift 1.50 m as per direction of site engineer -in charge.
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
OD414587/2025-2026: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)
OD414586/2025-2026:Providing and fixing Granite of any color and shade for name board of required size laid over base of cement mortar 1:4 (1 cement :4 Coarse sand)including all charges tc .Complete at all levels including lettering and fixing
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