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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₹3.6 L+₹21,394.76 (6.41%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹21,394.76 (6.41%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.6 L+₹28,406.14 (8.51%)Admitted-Fee/PreQual/Technical/Finance | ₹3.6 L+₹28,406.14 (8.51%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.7 L+₹34,179.62 (10.2%)Admitted-Fee/PreQual/Technical/Finance | ₹3.7 L+₹34,179.62 (10.2%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.P.RADHAKRISHNAN L4 | Riswan Sakeer L1 | BHARATHAKUMAR. P.R L2 | sandeep tn L3 |
|---|---|---|---|---|---|---|---|
| 1.00RENNOVATION OF POONNEDATHU ROAD -TILE ROAD | |||||||
| 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 | 3.75 | cum | 425.61 ₹1,596.04 | 386.07 ₹1,447.76 | 260.96 ₹978.6 Lowest | 441.5 ₹1,655.63 |
| 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. | 217.6 | sqm | 15.43 ₹3,357.57 | 13.98 ₹3,042.05 Lowest | 14.92 ₹3,246.59 | 16.01 ₹3,483.78 |
| 1.00 | 6.1.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 | 25.3 | cum | 3,217.72 ₹81,408.32 | 2,918.98 ₹73,850.19 Lowest | 3,110.9 ₹78,705.77 | 3,100 ₹78,430 |
| 1.00 | OD161864/2026-2027:Providing and laying of Inter lock concrete paver block pavements using 80mm M40 hydraulic blocks of aprroved size, design, & shape, laid in required pattern over and compacted bed of 6mm stone aggregate of 50mm average thickness,etc. all complete as per the direction of Engineer-in-charge | 217.6 | sqm | 1,118.56 ₹2,43,398.66 | 1,014.73 ₹2,20,805.25 Lowest | 1,081.43 ₹2,35,319.17 | 1,100 ₹2,39,360 |
| 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) | 4.33 | cum | 8,856.01 ₹38,390.8 | 8,033.8 ₹34,826.52 Lowest | 8,562.03 ₹37,116.4 | 9,100 ₹39,448.5 |
Tender Value
₹3.8 L
EMD Value
₹9,548
Closing Date
17 Sept 2026, 1:00 pmClosed
AE
NORTH PARAVOOR MUNICIPALITY
NORTH PARAVOOR MUNICIPALITY 2026-2027 PROJECT NO 286/26-27 -RENOVATION OF WEST SIDE 50M AWAY FROM POOTHAYIL BRIDGE PUZHAYORAM ROADLEADING NORTH IN WARD -8
2026_LSGD_868416_9
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
₹845
Yes
₹9,548
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 |
|---|---|---|---|---|---|
| 1RENNOVATION OF POONNEDATHU ROAD -TILE ROAD | |||||
| 1.001 | 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 | 3.75 | cum | - | - |
| 1.002 | 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. | 217.6 | sqm | - | - |
| 1.003 | 6.1.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 | 25.3 | cum | - | - |
| 1.004 | OD161864/2026-2027:Providing and laying of Inter lock concrete paver block pavements using 80mm M40 hydraulic blocks of aprroved size, design, & shape, laid in required pattern over and compacted bed of 6mm stone aggregate of 50mm average thickness,etc. all complete as per the direction of Engineer-in-charge | 217.6 | 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) | 4.34 | cum | - | - |
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