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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.1 L+₹18,284.15 (3.73%)Admitted-Fee/PreQual/Technical/Finance | ₹5.1 L+₹18,284.15 (3.73%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SAJI T JACOB L1 | Aji Saji L2 |
|---|---|---|---|---|---|
| 1.00Road construction | |||||
| 1.00 | OD395885/2025-2026::Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | 328.6 | sqm | 30.1 ₹9,890.86 Lowest | 31.2 ₹10,252.32 |
| 1.00 | 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 | 16.2 | cum | 53.78 ₹871.24 Lowest | 55.74 ₹902.99 |
| 1.00 | 6.1.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 | 32.86 | cum | 3,221.05 ₹1,05,843.7 Lowest | 3,337.88 ₹1,09,682.74 |
| 1.00 | OD395959/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge. | 291.4 | sqm | 1,118 ₹3,25,785.2 Lowest | 1,160.33 ₹3,38,120.16 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 4.99 | cum | 8,865.19 ₹44,255.03 Lowest | 9,186.73 ₹45,860.16 |
| 1.01 | OD396008/2025-2026:Supplying and fixing in place granite name board of slab area greater than 1 sqm including engaving and painting letters etc. complete as per the direction of incharge at site. | 0.48 | each | 6,422.07 ₹3,082.59 Lowest | 6,655 ₹3,194.4 |
Tender Value
₹5.1 L
EMD Value
₹12,700
Closing Date
21 May 2026, 3:00 pmClosed
Block Development Officer
Pampakuda Block Panchayath, Anchalpetty P O, Pampakuda
MLASDF 25-26 Kainy Kizhakke kainy road nirmanam Pampakuda gp, ward-5
2026_CRD_850361_1
5155510-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
Pampakuda GP, ward 5
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,120
Yes
₹12,700
Yes
1 Jun 2026
12 May 2026
22 May 2026
12 May 2026
21 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road construction | |||||
| 1.001 | OD395885/2025-2026::Sectioning up to 150mm and forming the surface for OLD road way levelling,
cambering etc complete as per direction of Engineer in charge | - | sqm | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 6.1.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 | 1 | cum | - | - |
| 1.004 | OD395959/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineer-in-charge. | 1 | sqm | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.006 | OD396008/2025-2026:Supplying and fixing in place granite name board of slab area greater than 1 sqm including engaving and painting letters etc. complete as per the direction of incharge at site. | - | each | - | - |
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