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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC | ₹6.4 L | L1 | Accepted-AOC SELECTED |
| 2 | L2₹7.2 LRejected-AOC | ₹7.2 L | L2 | Rejected-AOC NOT SELECTED |
| Sl No | Description | Qty | Unit | BINEESH P B L2 | MANESH JACOB L1 |
|---|---|---|---|---|---|
| 1.00Road Concreting | |||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 78.08 | cum | 192.73 ₹15,047.39 | 160 ₹12,492 |
| 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) | 78.08 | cum | 8,989.93 ₹7.0 L | 8,030 ₹6.3 L |
Tender Value
₹7.6 L
EMD Value
₹19,067
Closing Date
27 Feb 2026, 1:30 pmClosed
Assistant Engineer
LID EW Section Udumbanchola
Annual Plan 175 Karithodu Achankada Road Udumbanchola GP Proj No 175 General Civil Work
2026_LSGD_837523_5
ET-08/2025-26/AE/LSGD/UGP
Open Tender
Civil Works - Roads
365 days
Udumbanchola GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
Yes
₹19,067
Yes
12 Mar 2026
19 Feb 2026
28 Feb 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
Road Concreting
8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
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)
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