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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Technical | ₹6.4 L | L1 | Admitted-Technical L1 |
| 2 | L2₹6.6 L+₹12,750.98 (1.98%)Rejected-Technical | ₹6.6 L+₹12,750.98 (1.98%) | L2 | Rejected-Technical L2 |
| 3 | L3₹6.9 L+₹49,965.81 (7.77%)Rejected-Technical | ₹6.9 L+₹49,965.81 (7.77%) | L3 | Rejected-Technical L3 |
| 4 | L4₹7.2 L+₹74,650.35 (11.6%)Rejected-Technical | ₹7.2 L+₹74,650.35 (11.6%) | L4 | Rejected-Technical L4 |
| 5 | L5₹8.6 L+₹2.2 L (34.2%)Rejected-Technical | ₹8.6 L+₹2.2 L (34.2%) | L5 | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | Akshay L3 | GIREESH CHANDRAN B L1 | Sreeju S S L4 | Sachin S Babu L2 | Anu M S L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00road | ||||||||
| 1.00 | OD28735/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m | 611.98 | per sqm | 37 ₹22,643.26 | 25.92 ₹15,862.52 Lowest | 28.92 ₹17,698.46 | 26.64 ₹16,303.15 | 34.77 ₹21,278.54 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 1.73 | cum | 452 ₹779.7 | 401.19 ₹692.05 | 347.55 ₹599.52 | 320 ₹552 Lowest | 417.86 ₹720.81 |
| 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) | 92.62 | cum | 7,200 ₹6,66,878.4 | 6,745.63 ₹6,24,793.74 Lowest | 7,528.71 ₹6,97,324.18 | 6,872 ₹6,36,498.38 | 9,051.84 ₹8,38,399.52 |
| 1.00 | OD28734/2026-2027:Supplying and fixing information name board of using GIsheets and pipe etc complete | 1 | 1 nos | 2,767 ₹2,767 | 1,754.24 ₹1,754.24 Lowest | 2,130.74 ₹2,130.74 | 2,500 ₹2,500 | 2,562.03 ₹2,562.03 |
Tender Value
₹9.3 L
EMD Value
₹23,301
Closing Date
3 Aug 2026, 6:00 pmClosed
Assistant Engineer, LIDEW Section
Office of the Assistant Engineer, LIDEW Section, Peringammala Grama Panchayat
PERINGAMALA GP 142/26-27- Pulimoodu maruthumoodu road concreting
2026_LSGD_862534_1
06/AE/i/LSGD/PMLA/ET/26-24
Open Tender
Civil Works - Roads
Item Rate
180 days
Peringammala Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,055
Yes
₹23,301
Yes
5 Aug 2026
25 Jul 2026
5 Aug 2026
25 Jul 2026
3 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road | |||||
| 1.001 | OD28735/2026-2027:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m | - | per sqm | - | - |
| 1.002 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.003 | 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) | 0.8 | cum | - | - |
| 1.004 | OD28734/2026-2027:Supplying and fixing information name board of using GIsheets and pipe etc complete | - | 1 nos | - | - |
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