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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹3.8 LRejected-AOC | ₹3.8 L | L2 | Rejected-AOC HIGHER RATE |
| Sl No | Description | Qty | Unit | SATHYAN P.K L2 | JJ ASSOCIATES L1 |
|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||
| 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. | 292.2 | sqm | 14 ₹4,090.80 | 10.35 ₹3,024.27 |
| 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) | 43.78 | cum | 8,606 ₹3.8 L | 7,328.93 ₹3.2 L |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
21 Oct 2025, 1:00 pmClosed
VENUGOPAL KG
Office of the Assistant Engineer, LIDEW Section, Arakkulam Grama Panchayat
Annual Plan-MAINTENANCE OF KOTTAYAMMUNNI OZHUKA MYLADI ROAD-Project No 309/24-25 Arakkulam G.P
2025_LSGD_808586_1
02/2025/AE/LIDEW/ARKLM
Open Tender
Civil Works - Roads
180 days
ARAKKULAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
14 Jan 2026
13 Oct 2025
23 Oct 2025
13 Oct 2025
21 Oct 2025
13 Oct 2025
Amount
Road Maintenance
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.
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)
SATHYAN P.K (BID ID -2398910)
Bidder Name
SATHYAN P.K
JJ ASSOCIATES
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