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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.5 L+₹20,688.44 (6.19%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 L+₹20,688.44 (6.19%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.6 L+₹26,390.38 (7.90%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹26,390.38 (7.90%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.7 L+₹32,865.99 (9.84%)Admitted-Fee/PreQual/Technical/Finance | ₹3.7 L+₹32,865.99 (9.84%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.P.RADHAKRISHNAN L4 | sandeep tn L3 | BHARATHAKUMAR. P.R L2 | Riswan Sakeer L1 |
|---|---|---|---|---|---|---|---|
| 1.00Tile paving | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 252 | sqm | 15.43 ₹3,888.36 | 16.01 ₹4,034.52 | 14.92 ₹3,759.84 | 14.03 ₹3,535.56 Lowest |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 20.25 | cum | 3,217.72 ₹65,158.83 | 3,100 ₹62,775 | 3,110.9 ₹62,995.73 | 2,928.66 ₹59,305.37 Lowest |
| 1.00 | OD118934/2026-2027::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 Engineerin-
charge. | 252 | sqm | 1,118.56 ₹2,81,877.12 | 1,100 ₹2,77,200 | 1,081.43 ₹2,72,520.36 | 1,018.45 ₹2,56,649.4 Lowest |
| 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) | 1.8 | cum | 8,856.01 ₹15,940.82 | 9,100 ₹16,380 | 8,562.03 ₹15,411.65 | 8,060.45 ₹14,508.81 Lowest |
Tender Value
₹3.8 L
EMD Value
₹9,514
Closing Date
17 Sept 2026, 1:00 pmClosed
AE
NORTH PARAVOOR MUNICIPALITY
NPR 2026-27 P R No.290/27 Improvements of Permbodath bye lane Road south-2 , in ward-26
2026_LSGD_868416_7
k-6688856/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
NORTH PARAVOOR MUNICIPALITY
Please refer Tender documents.
6 documents required · 6 mandatory
₹840
Yes
₹9,514
Yes
NORTH PARAVOOR MUNICIPALITY
19 Sept 2026
9 Sept 2026
18 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile paving | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 252 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material | 20.25 | cum | - | - |
| 1.003 | OD118934/2026-2027::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 Engineerin-
charge. | 252 | sqm | - | - |
| 1.004 | 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) | 1.8 | cum | - | - |
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