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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.3 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹5.5 L+₹14,825 (2.78%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SIVAN L3 | T R MURALEEDHARAN NAIR L2 | SANTHICORE PROJECTS L1 |
|---|---|---|---|---|---|---|
| 1.00Road Improvements | ||||||
| 1.00 | OD75419/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | 330 | sqm | 6.16 ₹2,032.8 | 5.7 ₹1,881 | 5.54 ₹1,828.2 Lowest |
| 1.00 | OD75483/2026-2027: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 | 40 | cum | 947.54 ₹37,901.6 | 876.47 ₹35,058.8 | 852.79 ₹34,111.6 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 24.75 | cum | 2,484.07 ₹61,480.73 | 2,297.76 ₹56,869.56 | 2,235.66 ₹55,332.59 Lowest |
| 1.00 | OD75420/2026-2027:Interlocking concrete Block Pavment Paving and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and Technical specifications clause 504 | 330 | sqm | 1,079.57 ₹3,56,258.1 | 998.6 ₹3,29,538 | 971.61 ₹3,20,631.3 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) | 14.42 | cum | 9,186.73 ₹1,32,509.39 | 8,497.73 ₹1,22,571.26 | 8,268.06 ₹1,19,258.5 Lowest |
| 1.01 | OD75418/2026-2027:Granite name board | 1 | each | 2,772.72 ₹2,772.72 | 2,564.77 ₹2,564.77 | 2,495.45 ₹2,495.45 Lowest |
Tender Value
₹7 L
EMD Value
₹14,831
Closing Date
2 Jul 2026, 3:00 pmClosed
Assistant Engineer
Oo Assistant Engineer, LID EW, LSGD, Kumily
Vyapara bhavan road maintanance ward 15 Pron.no 125/27
2026_LSGD_857030_17
T2/4111659-2026
Open Tender
Civil Works - Roads
Item Rate
Kumily GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,316
Yes
₹14,831
Yes
24 Sept 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
2 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Improvements | |||||
| 1.001 | OD75419/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | - | sqm | - | - |
| 1.002 | OD75483/2026-2027: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 | - | cum | - | - |
| 1.003 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | - | cum | - | - |
| 1.004 | OD75420/2026-2027:Interlocking concrete Block Pavment Paving and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and Technical specifications clause 504 | - | 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) | 1 | cum | - | - |
| 1.006 | OD75418/2026-2027:Granite name board | - | each | - | - |
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