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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAdmitted-Fee/PreQual/Technical/Finance RAJEEV MANDIRAM NEDIYARA PO ANCHAL AE | ALAPPUZHA | KERALA | 686102 | ₹1.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.0 L+₹10,941.71 (5.79%)Admitted-Fee/PreQual/Technical/Finance 0406 SUB TREASURY KADAKKAL | KOTTAYAM | KERALA | 686001 | ₹2.0 L+₹10,941.71 (5.79%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJEEV CONTRACTOR L1 | SHAFEEK E L2 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 1.00 | OD95416/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.50 m | 172.53 | sqm | 27.34 ₹4,716.97 Lowest | 28.85 ₹4,977.49 |
| 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 ₹1,84,147.33 Lowest | 7,528.15 ₹1,94,828.52 |
Tender Value
₹2.5 L
EMD Value
₹6,346
Closing Date
19 Aug 2026, 6:00 pmClosed
AE LID EW, Elamad G.P
AE LID EW, Elamad G.P
PJ No 170/26-27 Elamadu GP-Kottakayavila - Bible college Road
2026_LSGD_864901_8
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
₹6,346
21 Aug 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 | OD95416/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.50 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) | 1 | cum | - | - |
stage.html
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details.html
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Tendernotice_1.pdf
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sbd170.pdf
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epaymentform.pdf
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ipaccertificate.pdf
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pa170.pdf
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affi170.pdf
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BOQ_1463575.xls
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fot170.pdf
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