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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹3.0 LRejected-Finance | ₹3.0 L | L2 | Rejected-Finance L2 REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | AHAMMED L3 | NAJUMUDEEN L5 | MUHAMMAD SALIF M K L2 | ABDUL KHADER T A L4 | MUHAMMAD SHFVAN K A L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 308 | sqm | 11.06 ₹3,406.48 | 15 ₹4,620 | 12 ₹3,696 | 11.7 ₹3,603.60 | 10.6 ₹3,264.80 |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 22.8 | cum | 37.8 ₹861.84 | 51 ₹1,162.80 | 40 ₹912 | 39.95 ₹910.86 | 36.33 ₹828.32 |
| 1.00 | OD443019/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2) | 9.24 | cum | 155.19 ₹1,433.96 | 191 ₹1,764.84 | 150 ₹1,386 | 148.78 ₹1,374.73 | 135.01 ₹1,247.49 |
| 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) | 46.2 | cum | 6,612.8 ₹3.1 L | 9,350 ₹4.3 L | 6,390 ₹3.0 L | 6,990.69 ₹3.2 L | 6,359.71 ₹2.9 L |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
21 Feb 2026, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 769/2025-26-CHERIYALAMPADI THEKKEMOOLA ROAD IMPROVEMENT IN WARD 23
2026_LSGD_835916_22
AE/LIDEW/CH/ET/05/25-26
Open Tender
Civil Works - Roads
120 days
CHENGALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,581
Yes
8 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
ROAD CONCRETE
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
OD443019/2025-2026:Granular sub-base/base/surface course with serviceable material available during scarifying of existing road. Construction of granular sub-base with departmental 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. ( Modified 4.11.2)
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)
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