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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | L1 | Accepted-AOC Lowest rate | |
| 2 | L2₹15.2 L+₹94,509.55 (6.64%)Rejected-Finance | L2 | Rejected-Finance Highr rate | |
| 3 | L3₹16.7 L+₹2.5 L (17.2%)Rejected-Finance | L3 | Rejected-Finance Highr rate | |
| 4 | L4₹14.4 L+₹21,691.08 (1.52%)Rejected-Finance | L4 | Rejected-Finance Highr rate |
| Sl No | Description | Qty | Unit | A T SANTHOSH L2 | SABU M D L1 | V O Jose L4 | DEEPU SASIDHARAN L3 |
|---|---|---|---|---|---|---|---|
| 1.00Maintenance of market road | |||||||
| 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. | 695.6 | sqm | 16 ₹11,129.6 | 15 ₹10,434 Lowest | 18 ₹12,520.8 | 16.97 ₹11,804.33 |
| 1.00 | OD470277/2025-2026:Construction of granular sub-base/base/surface course by providing local material spreading in uniform layers,levelling the top and compacting with smooth wheel roller as per Technical Specification.(GSB using sacrified materials) | 35.16 | cum | 249 ₹8,753.6 | 233 ₹8,191.12 Lowest | 274 ₹9,632.47 | 249.27 ₹8,763.09 |
| 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 | 67.34 | cum | 3,350 ₹2,25,578.95 | 3,314 ₹2,23,154.82 Lowest | 3,883 ₹2,61,469.57 | 3,530 ₹2,37,699.61 |
| 1.00 | OD470764/2025-2026:Providing and laying of Interlocking Concrete block pavements using 100mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness,etc. all complete as per the direction of Engineer in charge | 830.3 | sqm | 1,350 ₹11,20,905 | 1,330 ₹11,04,299 Lowest | 1,559 ₹12,94,437.7 | 1,417.82 ₹11,77,215.95 |
| 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) | 8.45 | cum | 9,300 ₹78,594.3 | 9,134 ₹77,191.43 Lowest | 10,711 ₹90,518.66 | 9,738.13 ₹82,296.94 |
Tender Value
₹15.2 L
EMD Value
₹37,945
Closing Date
27 Feb 2026, 11:00 amClosed
George C J
Office of the Assistant Engineer, LIDEW Section,Pallippuram Grama Panchayat
Annual Plan-2025-26-Pallippuram GP-Project No.425/26-Renovation of Market road in ward No.3 of Pallippuram GP-General Civil Work
2026_LSGD_837072_2
02/2025/AE/LIDEW/PPM/XV PHASE
Open Tender
Civil Works - Roads
Item Rate
240 days
Pallippuram
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹37,945
Yes
19 Mar 2026
17 Feb 2026
28 Feb 2026
17 Feb 2026
27 Feb 2026
17 Feb 2026
Maintenance of market road
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.
OD470277/2025-2026:Construction of granular sub-base/base/surface course by providing local material spreading in uniform layers,levelling the top and compacting with smooth wheel roller as per Technical Specification.(GSB using sacrified materials)
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
OD470764/2025-2026:Providing and laying of Interlocking Concrete block pavements using 100mm M40 Hydraulic blocks approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness,etc. all complete as per the direction of Engineer in charge
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)
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