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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC | ₹3.1 L | L1 | Accepted-AOC Lowest rate |
| 2 | L2₹3.2 L+₹13,996.20 (4.56%)Rejected-Finance | ₹3.2 L+₹13,996.20 (4.56%) | L2 | Rejected-Finance Lowest rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Higher rate |
| 4 | Rejected-Technical | - | - | Rejected-Technical higher rate |
| Sl No | Description | Qty | Unit | SARATH M S L4 | sandeep tn L2 | MUHAMMED BASITH P L3 | SABU L1 |
|---|---|---|---|---|---|---|---|
| 1.00Pro.No.115/27-Renovation of Koroth link lane road in ward No.23 | |||||||
| 1.00 | OD21824/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling,cambering etc complete as per direction of Engineer. | 214.9 | sqm | 33.07 ₹7,106.74 | 33 ₹7,091.7 | 31.9 ₹6,855.31 | 30 ₹6,447 Lowest |
| 1.00 | OD42464/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (OD approved by EE) | 22.77 | cum | 3,360 ₹76,507.2 | 3,200 ₹72,864 | 3,245.76 ₹73,905.96 | 3,043 ₹69,289.11 Lowest |
| 1.00 | OD40626/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60 mm M35 interlocking hydraulic paver blocks made by strong vibratory compaction 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. | 197.3 | sqm | 1,165 ₹2,29,854.5 | 1,095 ₹2,16,043.5 | 1,115.8 ₹2,20,147.34 | 1,048 ₹2,06,770.4 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) | 2.77 | cum | 9,738 ₹26,925.57 | 9,000 ₹24,885 | 9,406.9 ₹26,010.08 | 8,818 ₹24,381.77 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
14 Jul 2026, 11:00 amClosed
George C J
Office of the Assistant Engineer, LIDEW Section,Pallippuram Grama Panchayat
Annual Plan-2026-27-Pallippuram GP-Pro.No.115/27-Renovation of Koroth link lane road in ward No.23 of Pallippuram GP-General Civil Work-1
2026_LSGD_858499_2
02/2026/AE/LIDEW/PPM/I PHASE
Open Tender
Civil Works - Roads
Item Rate
240 days
Pallippuram Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,474
Yes
7 Aug 2026
3 Jul 2026
15 Jul 2026
3 Jul 2026
14 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Pro.No.115/27-Renovation of Koroth link lane road in ward No.23 | |||||
| 1.001 | OD21824/2026-2027:Sectioning up to 150mm and forming the surface for OLD road way levelling,cambering etc complete as per direction of Engineer. | - | sqm | - | - |
| 1.002 | OD42464/2026-2027: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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material (OD approved by EE) | 1 | cum | - | - |
| 1.003 | OD40626/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 60 mm M35 interlocking hydraulic paver blocks made by strong vibratory compaction 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. | - | 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) | - | cum | - | - |
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