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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹1.8 L+₹22,657.65 (14.1%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹1.9 L+₹24,539.41 (15.2%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹1.9 L+₹31,762.86 (19.7%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹2.0 L+₹39,124.59 (24.3%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | P P ABDUL SATHAR L2 | VENUGOPALAN P L4 | PWD CONTRACTOR L3 | sujeev v p L5 | P BALAKRISHNAN L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION | ||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 11.88 | cum | 57.95 ₹688.45 | 60.82 ₹722.54 | 57.8 ₹686.66 | 61.24 ₹727.53 | 50.8 ₹603.5 Lowest |
| 1.00 | OD386589/2025-2026:Dry rubble without concrete leveling course masonry with good quality blasted rubble including
packing to compactness to lines and levels cost and conveyance of all materials labour charges
etc.complete as per direction of Departmental officers at site | 38.28 | cum | 3,606.91 ₹1,38,072.51 | 3,785.8 ₹1,44,920.42 | 3,644 ₹1,39,492.32 | 3,931.4 ₹1,50,493.99 | 3,161.77 ₹1,21,032.56 Lowest |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.81 | cum | 8,283.5 ₹23,235.22 | 8,694.33 ₹24,387.6 | 8,369 ₹23,475.05 | 9,019.16 ₹25,298.74 | 7,261.2 ₹20,367.67 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.25 | tonne | 87,079.15 ₹21,595.63 | 91,397 ₹22,666.46 | 87,982 ₹21,819.54 | 94,913.26 ₹23,538.49 | 76,332.36 ₹18,930.43 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,294
Closing Date
13 Feb 2026, 3:00 pmClosed
SUBITHA CS
Office of the Assistant Engineer LIDEW Section
ANAKKARA GP 2025-26 PANNIYUR GOTHAMBU ROAD SIDE PROTECTION WZRD 10-PROJECT NO 466/26 General Civil Work
2026_LSGD_833919_7
ET 10/25-26/AE/LSGD/ANK
Open Tender
Civil Works - Roads
Item Rate
180 days
ANAKKARA
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹5,294
Yes
14 Oct 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
13 Feb 2026
6 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 11.88 | cum | - | - |
| 1.002 | OD386589/2025-2026:Dry rubble without concrete leveling course masonry with good quality blasted rubble including
packing to compactness to lines and levels cost and conveyance of all materials labour charges
etc.complete as per direction of Departmental officers at site | 38.28 | cum | - | - |
| 1.003 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 2.81 | cum | - | - |
| 1.004 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.25 | tonne | - | - |
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