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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹1.8 LAccepted-AOC 0402 SUB TREASURYKOTTARAKARA | l1 | Accepted-AOC lowest bidder | |
| 2 | l2₹1.9 L+₹3,958.61 (2.14%)Rejected-Finance RAJEEV MANDIRAM NEDIYARA PO ANCHAL AE | ALAPPUZHA | KERALA | 686102 | l2 | Rejected-Finance l2 |
| Sl No | Description | Qty | Unit | RAJEEV CONTRACTOR L2 | WORKS CONTRACT L1 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 1.00 | OD97095/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities and not exceeding 15 cm deep and disposal of rubbish lead up to 50m lift
upto 1.5 m | 172.5 | sqm | 27.34 ₹4,716.15 | 26.77 ₹4,617.83 Lowest |
| 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) | 25.88 | cum | 7,115.43 ₹1,84,111.75 | 6,966.24 ₹1,80,251.46 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,345
Closing Date
19 Aug 2026, 6:00 pmClosed
AE LID EW, Elamad G.P
AE LID EW, Elamad G.P
PjNo164/2026-27 Paramcode- Transformer Kalluvettamkuzhy road Concrete
2026_LSGD_864901_3
E1/AE/LIDEW/ELMD/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Elamad G.P
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
₹6,345
7 Oct 2026
10 Aug 2026
21 Aug 2026
10 Aug 2026
19 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | OD97095/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities and not exceeding 15 cm deep and disposal of rubbish lead up to 50m lift
upto 1.5 m | - | sqm | - | - |
| 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) | - | cum | - | - |
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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ipaccertificate.pdf
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sbd164.pdf
Tender Documents • 1.81 MB
pa164.pdf
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affi164.pdf
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BOQ_1463501.xls
BOQ • 0.30 MB
fot164.pdf
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epaymentform.pdf
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