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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | L2₹2.1 LRejected-Finance | ₹2.1 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 L9 | ABDUL RIYAS B A L8 | ABDUL SALAM PM L7 | MOHAMMED NAVAZ B L6 | ahammed C H B L3 | NAUSHAD L2 | ABDUL KHADER T A L5 | VIJOY KUMAR MONTHERO L4 | AJMAL SWALIH K L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||||||||
| 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. | 14.85 | cum | 64 ₹950.40 | 64 ₹950.40 | 53.9 ₹800.42 | 45 ₹668.25 | 51.93 ₹771.16 | 52.12 ₹773.98 | 52.72 ₹782.89 | 52 ₹772.20 | 50 ₹742.50 |
| 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. | 9.9 | cum | 2,350 ₹23,265 | 2,338 ₹23,146.20 | 1,968.92 ₹19,492.31 | 2,300.4 ₹22,773.96 | 1,897.05 ₹18,780.80 | 1,889.34 ₹18,704.47 | 1,910.18 ₹18,910.78 | 1,900 ₹18,810 | 1,930 ₹19,107 |
| 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) | 25.2 | cum | 9,300 ₹2.3 L | 8,997 ₹2.3 L | 7,576.73 ₹1.9 L | 7,500.6 ₹1.9 L | 7,300.17 ₹1.8 L | 7,270.48 ₹1.8 L | 7,350.55 ₹1.9 L | 7,320 ₹1.8 L | 6,350 ₹1.6 L |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> 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. | 5.04 | cum | 615 ₹3,099.60 | 614 ₹3,094.56 | 517.07 ₹2,606.03 | 45 ₹226.80 | 498.2 ₹2,510.93 | 496.5 ₹2,502.36 | 501.88 ₹2,529.48 | 500 ₹2,520 | 200 ₹1,008 |
Tender Value
₹2.5 L
EMD Value
₹6,348
Closing Date
21 Feb 2026, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 149/25-26-PANNIPPARA MUSJID OPPOSIT THASHKANT ROAD CONCRETE IN WARD 22-
2026_LSGD_835916_17
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
₹6,348
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<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.
4.11.2: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.
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<br> 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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