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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 NULL | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ahammed C H B L5 | ABDULLA K I L4 | AJMAL SWALIH K L1 | MUHAMMAD YAZAR P Z L3 | MOHAMED ASHRAF B L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road Concrete | ||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 180 | sqm | 12.22 ₹2,199.60 | 11.72 ₹2,109.60 | 12 ₹2,160 | 11.42 ₹2,055.60 | 8 ₹1,440 |
| 1.00 | OD384797/2025-2026: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) | 8.14 | cum | 155.37 ₹1,265.49 | 148.79 ₹1,211.89 | 150 ₹1,221.75 | 145.37 ₹1,184.04 | 180 ₹1,466.10 |
| 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) | 27.15 | cum | 7,300.17 ₹2.0 L | 6,999.67 ₹1.9 L | 6,439 ₹1.7 L | 6,847.62 ₹1.9 L | 6,875 ₹1.9 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. | 9 | cum | 498.2 ₹4,483.80 | 478 ₹4,302 | 200 ₹1,800 | 467.32 ₹4,205.88 | 320 ₹2,880 |
Tender Value
₹2.5 L
EMD Value
₹6,352
Closing Date
21 Feb 2026, 6:00 pmClosed
AE
CHENGALA GP
Annual Plan-CHENGALA GP 631/25-26-ARLADUKKAM MAJAKKAR ROAD CONCRETE IN WARD 6
2026_LSGD_835916_13
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
₹6,352
Yes
5 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 Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD384797/2025-2026: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)
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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