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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.7 L+₹75,329.05 (10.8%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹7.9 L+₹92,274.66 (13.3%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹8.9 L+₹1.9 L (27.9%)Rejected-AOC | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | SUDHEESH U L1 | m v subramanian L2 | HARIDAS P B L4 | K A MANOJ L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road maintenance | |||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 46.5 | cum | 56.3 ₹2,617.95 Lowest | 62.4 ₹2,901.6 | 72 ₹3,348 | 63.77 ₹2,965.31 |
| 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 | 46.5 | cum | 2,740.73 ₹1,27,443.95 Lowest | 3,037.47 ₹1,41,242.36 | 3,504.77 ₹1,62,971.81 | 3,104.23 ₹1,44,346.7 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 69.75 | cum | 7,852.8 ₹5,47,732.8 Lowest | 8,703.01 ₹6,07,034.95 | 10,041.94 ₹7,00,425.32 | 8,894.29 ₹6,20,376.73 |
| 2.00Road maintenance | |||||||
| 2.00 | 3.15: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 <br> | 465 | sqm | 5.06 ₹2,352.9 Lowest | 5.61 ₹2,608.65 | 6.47 ₹3,008.55 | 5.73 ₹2,664.45 |
| 3.00Name board | |||||||
| 3.00 | 51.2.3:Filling with Quarry Muck <br> 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 | 16.27 | cum | 746.85 ₹12,154.98 Lowest | 827.71 ₹13,470.98 | 955.05 ₹15,543.44 | 845.9 ₹13,767.02 |
| 3.00 | OD77815/2025-2026:Supplying and providing readymade GI Name board with all conveyance ,labour and hire
charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer
frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of
primer ,lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc
complete | 1 | each | 3,446.03 ₹3,446.03 Lowest | 3,819.12 ₹3,819.12 | 4,406.68 ₹4,406.68 | 3,903.06 ₹3,903.06 |
Tender Value
₹8.5 L
EMD Value
₹21,183
Closing Date
30 Jan 2026, 5:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, KERALASSERY GP
Annual Plan 2025-26 Kizhakkumuri Malampuzha Canal Road Punarudharanam ward 6 in Keralassery GP (Pro.No.96/26)
2026_LSGD_829336_1
05/2025-26/AE/LID EW SECTION/ KERALASSERY GP
Open Tender
Civil Works - Roads
Item Rate
180 days
Keralassery Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,183
Yes
18 Feb 2026
21 Jan 2026
3 Feb 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
Road maintenance
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
Road maintenance
3.15: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 <br>
Name board
51.2.3:Filling with Quarry Muck <br> 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
OD77815/2025-2026:Supplying and providing readymade GI Name board with all conveyance ,labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer ,lettering with suitable colour and size fixing the post in ground with CC 1:2:4 etc complete
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