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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC | ₹1.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.9 L+₹1.0 L (54.7%)Rejected-AOC | ₹2.9 L+₹1.0 L (54.7%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PA ABOOBAKAR L2 | ABDUL NASIF L1 |
|---|---|---|---|---|---|
| 1.00Improvement of road | |||||
| 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. | 168 | sqm | 17.4 ₹2,923.2 | 10 ₹1,680 Lowest |
| 1.00 | OD237521/2025-2026: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) | 7.56 | cum | 221.56 ₹1,674.99 | 120 ₹907.2 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. | 9.24 | cum | 2,712.08 ₹25,059.62 | 2,200 ₹20,328 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) | 25.2 | cum | 10,436.52 ₹2,63,000.3 | 6,600 ₹1,66,320 Lowest |
| 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. | 3 | cum | 712.24 ₹2,136.72 | 450 ₹1,350 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,354
Closing Date
12 Jan 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID EW Section CHEMNAD G.P
Annual Plan-ARAMANGANAM MARAVAYAL ROAD RENOVATION-CHEMNAD GP 124/2025-26-General Civil Work
2025_LSGD_824553_14
08/2025-26/AE/LSGD/CHMD
Open Tender
Civil Works - Roads
Item Rate
180 days
CHEMNAD GRAMA PANCHAYAT
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,354
Yes
31 Mar 2026
1 Jan 2026
14 Jan 2026
1 Jan 2026
12 Jan 2026
1 Jan 2026
Amount
Improvement of road
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.
OD237521/2025-2026: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)
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<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.
PA ABOOBAKAR (BID ID -2451335)
Bidder Name
PA ABOOBAKAR
ABDUL NASIF
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