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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹1.9 LRejected-Finance | ₹1.9 L | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | NAJUMUDEEN L8 | ABDUL RIYAS B A L7 | ABDUL SALAM PM L6 | MUHAMMAD SHFVAN K A L2 | NAUSHAD L3 | AJMAL SWALIH K L1 | ABDUL KHADER T A L4 | B IBRAHIM L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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. | 23.45 | cum | 64 ₹1,500.48 | 64 ₹1,500.48 | 53.9 ₹1,263.69 | 47.53 ₹1,114.34 | 52.12 ₹1,221.95 | 50 ₹1,172.25 | 52.72 ₹1,236.02 | 55 ₹1,289.48 |
| 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. | 15.63 | cum | 2,350 ₹36,730.50 | 2,338 ₹36,542.94 | 1,968.92 ₹30,774.22 | 1,722.8 ₹26,927.36 | 1,889.34 ₹29,530.38 | 1,960 ₹30,634.80 | 1,910.18 ₹29,856.11 | 2,000 ₹31,260 |
| 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) | 23.45 | cum | 9,300 ₹2.2 L | 8,997 ₹2.1 L | 7,576.73 ₹1.8 L | 6,629.62 ₹1.6 L | 7,270.48 ₹1.7 L | 6,300 ₹1.5 L | 7,350.55 ₹1.7 L | 7,380 ₹1.7 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 7.82 | cum | 615 ₹4,806.23 | 614 ₹4,798.41 | 517.07 ₹4,040.90 | 452.73 ₹3,538.08 | 496.5 ₹3,880.15 | 200 ₹1,563 | 501.93 ₹3,922.58 | 350 ₹2,735.25 |
Tender Value
₹2.5 L
EMD Value
₹6,345
Closing Date
21 Feb 2026, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 658/25-26-N A MOIDEEN KUNHI ROAD BALANCE PORTION CONCRETE IN WARD 23
2026_LSGD_835916_11
AE/LIDEW/CH/ET/05/25-26
Open Tender
Civil Works - Roads
120 days
CHENGALA
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,345
Yes
5 Apr 2026
13 Feb 2026
23 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
ROAD CONCRETE
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.
4.11.2: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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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