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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LRejected-Finance | L1 | Rejected-Finance BOARD REJECTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L6 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KERALA KL | - | Rejected-Technical L2 | |
| 5 | Rejected-Technical | - | Rejected-Technical L7 |
| Sl No | Description | Qty | Unit | MOHAMMED ISMAIL C H L6 | ABDULLA KUNHI L4 | AHAMAD MASHOOD K L2 | CM ABDULLAKUNHI L5 | NASEER B L7 | ABDUL RASHEED A L8 | SHANEED K P L1 | K ABDUL RAHIMAN L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||||||
| 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. | 48.6 | cum | 49.89 ₹2,424.65 | 48 ₹2,332.8 | 47.8 ₹2,323.08 | 48.96 ₹2,379.46 | 50 ₹2,430 | 59.32 ₹2,882.95 | 46.17 ₹2,243.86 Lowest | 48.41 ₹2,352.73 |
| 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) | 36.45 | cum | 6,954.69 ₹2,53,498.45 | 6,792 ₹2,47,568.4 | 6,667.68 ₹2,43,036.94 | 6,828.72 ₹2,48,906.84 | 7,100 ₹2,58,795 | 8,339.32 ₹3,03,968.21 | 6,436 ₹2,34,592.2 Lowest | 6,747.76 ₹2,45,955.85 |
| 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. | 7.29 | cum | 474.93 ₹3,462.24 | 465 ₹3,389.85 | 455.33 ₹3,319.36 | 466.33 ₹3,399.55 | 500 ₹3,645 | 569.12 ₹4,148.88 | 438 ₹3,193.02 Lowest | 460.8 ₹3,359.23 |
Tender Value
₹3.4 L
EMD Value
₹8,389
Closing Date
17 Sept 2026, 5:00 pmClosed
AE LSGD OFFICE PUTHIGE
AELSGD
Annual Plan-PUTHIGE GP 2026-27PROJECT NO 280/26-27 - AKG AHDAL STREET ROAD-General Civil Work
2026_LSGD_868530_3
2/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
₹740
Yes
₹8,389
Yes
12 Oct 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 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. | 48.6 | 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) | 36.45 | 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. | 7.29 | cum | - | - |
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