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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LRejected-Finance | L1 | Rejected-Finance BOARD REJECTED | |
| 2 | Rejected-Technical KERALA KL | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | K ABDUL RAHIMAN L4 | SHANEED K P L1 | NASEER B L3 | AHAMAD MASHOOD K L2 |
|---|---|---|---|---|---|---|---|
| 1.00DRAINAGE | |||||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 48.6 | cum | 43.45 ₹2,111.67 | 39.02 ₹1,896.37 Lowest | 41 ₹1,992.6 | 39.73 ₹1,930.88 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 48.6 | cum | 7,302.77 ₹3,54,914.62 | 6,559.45 ₹3,18,789.27 Lowest | 7,086 ₹3,44,379.6 | 6,732.12 ₹3,27,181.03 |
Tender Value
₹4.2 L
EMD Value
₹10,563
Closing Date
15 Sept 2026, 5:00 pmClosed
AE LSGD OFFICE PUTHIGE
AE LSGD OFFICE PUTHIGE
Annual Plan-PUTHIGE GP ANNUAL PLAN 2026-27 PROJECT NO 275- SEETHANGOLI DENJIMOOLE ROAD IMPROVEMENTGeneral Civil Work
2026_LSGD_867698_6
1/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
₹10,563
Yes
12 Oct 2026
7 Sept 2026
17 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAINAGE | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 48.6 | cum | - | - |
| 1.002 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 48.6 | cum | - | - |
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