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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | ₹7.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.9 L+₹59,334.97 (8.12%)Rejected-Finance | ₹7.9 L+₹59,334.97 (8.12%) | L2 | Rejected-Finance L2 |
| 3 | L3₹8.3 L+₹97,469.16 (13.3%)Rejected-Finance | ₹8.3 L+₹97,469.16 (13.3%) | L3 | Rejected-Finance L3 |
| 4 | L4₹8.2 L+₹93,232.83 (12.8%)Rejected-Finance | ₹8.2 L+₹93,232.83 (12.8%) | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | DHANESH K T P L3 | KUNHIMOIDEEN.K L4 | P P MANOJ L2 | Shahaz Yasar Jinose L1 |
|---|---|---|---|---|---|---|---|
| 1.00concrete road | |||||||
| 1.00 | 2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses | 12.21 | cum | 412.32 ₹5,034.43 | 414.44 ₹5,060.31 | 395.35 ₹4,827.22 | 300 ₹3,663 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. | 12.38 | cum | 2,254.85 ₹27,903.77 | 2,266.48 ₹28,047.69 | 2,162.05 ₹26,755.37 | 1,500 ₹18,562.5 Lowest |
| 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) | 90.49 | cum | 8,676.23 ₹7,85,094.7 | 8,720.85 ₹7,89,132.27 | 8,319.18 ₹7,52,785.96 | 7,800 ₹7,05,806.4 Lowest |
| 1.00 | OD458678/2025-2026:Filling with contractor's own earth ( excluding rock) in road side etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 9.75 | cum | 581.47 ₹5,669.33 | 584.44 ₹5,698.29 | 557.52 ₹5,435.82 | 250 ₹2,437.5 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
17 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER
Annual Plan-P no 125/2026-Vilakkandam Elikkovil Road Renovation-General Civil Work
2026_LSGD_834934_10
14/2025/AE/LIDEW/PPSY
Open Tender
Civil Works - Roads
Item Rate
60 days
PAPPINISSERI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,186
Yes
13 Mar 2026
10 Feb 2026
19 Feb 2026
10 Feb 2026
17 Feb 2026
10 Feb 2026
concrete road
2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses
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.
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)
OD458678/2025-2026:Filling with contractor's own earth ( excluding rock) in road side etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
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