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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.4 L+₹21,592.20 (5.11%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | GEO MATHEW L1 | V P SEBASTIAN L2 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 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 | 47.16 | cum | 50.97 ₹2,403.75 Lowest | 53.57 ₹2,526.36 |
| 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) | 47.16 | cum | 8,917.22 ₹4,20,536.1 Lowest | 9,372.47 ₹4,42,005.69 |
Tender Value
₹4.2 L
EMD Value
₹10,584
Closing Date
5 Feb 2026, 12:00 pmClosed
NIJIN RAJ T
Office of the Assistant Engineer, LID EW Section, Naduvil Grama Panchayat
Annual Plan-77/26-Improvements to Arangu pathi road Naduvil GP-General Civil Work
2026_LSGD_831507_7
AE/NGP/TN/8/2025-26
Open Tender
Civil Works - Roads
Item Wise
240 days
Naduvil GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,584
Yes
10 Mar 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
RETARRING
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
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)
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