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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L8 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KERALA KL | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | THOTTATHIL NETWORK PRIVATE LIMITED L8 | MOHAMMED ISMAIL C H L6 | ABDUL KHADER C A L4 | K ABDUL RAHIMAN L1 | RAJU K L7 | SHANEED K P L3 | AHAMAD MASHOOD K L5 | ABDULLA KUNHI L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 30.9 | cum | 10.6 ₹327.54 Lowest | 11.41 ₹352.57 | 11 ₹339.9 | 11.1 ₹342.99 | 12 ₹370.8 | 10.83 ₹334.65 | 11.23 ₹347.01 | 12 ₹370.8 |
| 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) | 46.35 | cum | 7,332.56 ₹3,39,864.16 | 6,774.75 ₹3,14,009.66 | 6,655 ₹3,08,459.25 | 6,350 ₹2,94,322.5 Lowest | 6,950 ₹3,22,132.5 | 6,445 ₹2,98,725.75 | 6,667.68 ₹3,09,046.97 | 6,420 ₹2,97,567 |
| 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. | 9.27 | cum | 500.41 ₹4,638.8 | 462.64 ₹4,288.67 | 454 ₹4,208.58 | 450.36 ₹4,174.84 | 450 ₹4,171.5 | 439.3 ₹4,072.31 | 455.33 ₹4,220.91 | 425 ₹3,939.75 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
19 Sept 2026, 5:00 pmClosed
AE LSGD OFFICE PUTHIGE
AELSGD
Annual Plan-PUTHIGE GP2026-27 PROJECT NO 277 -UJAMPADAV PALLA ROAD IMPROVEMENT-General Civil Work
2026_LSGD_868832_3
3/AE/LSGD/PTG/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
AE LSGD OFFICE PUTHIGE
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,579
Yes
30 Sept 2026
11 Sept 2026
21 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 30.9 | cum | - | - |
| 1.002 | 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) | 46.35 | cum | - | - |
| 1.003 | 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. | 9.27 | cum | - | - |
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