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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-AOC CHAPRAYIL HOUSE CHERTHALA P O CMC 11 ALAPPUZHA 688524 | CHERTHALA | ALAPPUZHA | KERALA | 688524 | 1 | Accepted-AOC L1 | |
| 2 | 2₹7.7 L+₹79,633.43 (11.5%)Rejected-AOC | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SAJANA HARIS L2 | HARILAL S L1 |
|---|---|---|---|---|---|
| 1.00Road concrete | |||||
| 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) | 87.21 | cum | 8,798 ₹7,67,273.58 | 7,849 ₹6,84,511.29 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 581.4 | sqm | 7.1 ₹4,127.94 Lowest | 12 ₹6,976.8 |
| 1.00 | OD39760/2025-2026:Supplying and fixing granite name board | 1 | each | 3,000 ₹3,000 Lowest | 3,280 ₹3,280 |
Tender Value
₹8.5 L
EMD Value
₹21,185
Closing Date
23 Jan 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
LSGD DIVISION, JILLA PANCHAYATH, KOTTAYAM
LAC-ADS- 23116/24-25 MLA-LAC-ADS Sri.Jayaraj MLA Kanjirappally Constituency- Improvement to Karamala Charamparambu Road in Kangazha GP- General Civil Work
2026_LSGD_827923_9
21/2025-26/EE/LID and EW
Open Tender
Civil Works - Roads
Item Rate
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,185
Yes
26 May 2026
16 Jan 2026
24 Jan 2026
16 Jan 2026
23 Jan 2026
16 Jan 2026
Road concrete
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)
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD39760/2025-2026:Supplying and fixing granite name board
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1389888.pdf
boq_comp_chart.xlsx
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details.html
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Tendernotice_1.pdf
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PRE09.pdf
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EPAYMENT.pdf
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IPACT.pdf
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AFFI09.pdf
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FOT09.pdf
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viewsbd_merged.pdf
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BOQ_1389888.xls
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