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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 LAccepted-AOC FOUZIYA MANZIL ROSAPOOKANDOM KUMILY | IDUKKI | KERALA | 685501 | 1 | Accepted-AOC L1 | |
| 2 | 2₹3.6 L+₹17,371 (5.06%)Rejected-AOC LSGD KUMILY 10021441 SUSHAMA PP 1002 SUB TREASURY PEERUMEDU | IDUKKI | KERALA | 685533 | 2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Fazil Latheef L1 | DON BRIDGE L3 | SANTHICORE PROJECTS L4 | Binu L2 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 1.00 | OD75781/2026-2027:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 9.9 | cum | 464.72 ₹4,600.73 | 16 ₹158.4 Lowest | 573.73 ₹5,679.93 | 488.3 ₹4,834.17 |
| 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. <br>(ii) Using Gravel mix soil. | 14.04 | cum | 2,012.1 ₹28,249.88 Lowest | 2,111.73 ₹29,648.69 | 2,484 ₹34,875.36 | 2,113.93 ₹29,679.58 |
| 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) | 29.7 | cum | 7,746.63 ₹2,30,074.91 Lowest | 9,400 ₹2,79,180 | 9,563 ₹2,84,021.1 | 8,138.76 ₹2,41,721.17 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 9 | cum | 7,738.91 ₹69,650.19 Lowest | 9,180 ₹82,620 | 9,554 ₹85,986 | 8,130.62 ₹73,175.58 |
| 1.00 | OD75755/2026-2027:Applying Curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation, machinery and labour etc. complete. | 288 | sqm | 29.16 ₹8,398.08 | 22 ₹6,336 Lowest | 36 ₹10,368 | 30.63 ₹8,821.44 |
| 1.01 | OD75754/2026-2027:Granite name board | 1 | each | 2,245.9 ₹2,245.9 | 2,057 ₹2,057 Lowest | 2,772 ₹2,772 | 2,359.57 ₹2,359.57 |
Tender Value
₹5 L
EMD Value
₹10,593
Closing Date
2 Jul 2026, 3:00 pmClosed
Assistant Engineer
Oo Assistant Engineer, LID EW, LSGD, Kumily
Attappallam priyadarshini road maintanance ward 20 Pro.No 115/27
2026_LSGD_857030_11
T2/4111659-2026
Open Tender
Civil Works - Roads
Item Rate
Kumily GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹940
Yes
₹10,593
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 Maintenance | |||||
| 1.001 | OD75781/2026-2027:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
| 1.002 | 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. <br>(ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.005 | OD75755/2026-2027:Applying Curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation, machinery and labour etc. complete. | - | sqm | - | - |
| 1.006 | OD75754/2026-2027:Granite name board | - | each | - | - |
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