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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAdmitted-Fee/PreQual/Technical/Finance NA | NA | NA | 121004 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.1 L+₹14,079.86 (3.56%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹4.2 L+₹27,488.17 (6.94%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹4.3 L+₹36,075.48 (9.11%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | THOMAS P K L4 | BIJU V P L2 | RAJEEVAN P P L3 | NAVAS M K L1 |
|---|---|---|---|---|---|---|---|
| 1.00road | |||||||
| 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. | 224 | sqm | 18 ₹4,032 | 16.97 ₹3,801.28 | 16.6 ₹3,718.4 | 15.86 ₹3,552.64 Lowest |
| 1.00 | OD53692/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 22.5 | cum | 1,850 ₹41,625 | 1,650 ₹37,125 Lowest | 1,825 ₹41,062.5 | 1,806.51 ₹40,646.48 |
| 1.00 | OD53691/2026-2027: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 | 29.4 | cum | 3,500 ₹1,02,900 | 3,300 ₹97,020 | 3,415 ₹1,00,401 | 3,116.41 ₹91,622.45 Lowest |
| 1.00 | OD53695/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic
blocksof approved size, design and shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the
direction of Engineer-in-charge | 215.6 | sqm | 1,200 ₹2,58,720 | 1,150 ₹2,47,940 | 1,178 ₹2,53,976.8 | 1,101.47 ₹2,37,476.93 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) | 2.31 | cum | 9,990 ₹23,076.9 | 9,700 ₹22,407 | 9,790.32 ₹22,615.64 | 9,105.15 ₹21,032.9 Lowest |
| 1.01 | OD53699/2026-2027:Supplying and fixing name board as per the direction of Engineer in charge at site | 1 | each | 1,750 ₹1,750 | 1,815 ₹1,815 | 1,742.25 ₹1,742.25 | 1,697.02 ₹1,697.02 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,589
Closing Date
24 Sept 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer O/o The Assistant Executive Engineer LIDEW Subdivision Vypin Block Panchayath
PRO 179 SCP Thengathara Sanketham Road renovation in ward 2 Njarakal GP
2026_LSGD_868903_1
6/AE/VBP/26
Open Tender
Civil Works - Roads
Item Rate
90 days
NJARAKKAL
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,589
Yes
28 Sept 2026
15 Sept 2026
26 Sept 2026
15 Sept 2026
24 Sept 2026
15 Sept 2026
15 Sept 2026 - 24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 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. | 224 | sqm | - | - |
| 1.002 | OD53692/2026-2027:Filling with Quarry Muck Filling up low lying and water logged areas with local
material/ quarry muck, spreading in layers, leveling the top at site and consolidation by
ramming, etc complete for improving the CBR value of subgrade | 22.5 | cum | - | - |
| 1.003 | OD53691/2026-2027: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 | 29.4 | cum | - | - |
| 1.004 | OD53695/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic
blocksof approved size, design and shape, laid in required pattern over and including a
compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the
direction of Engineer-in-charge | 215.6 | 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) | 2.31 | cum | - | - |
| 1.006 | OD53699/2026-2027:Supplying and fixing name board as per the direction of Engineer in charge at site | 1 | each | - | - |
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