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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC | ₹6.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.6 LRejected-AOC | ₹6.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JOSHY GEORGE L1 | Ramananda shenoy L2 |
|---|---|---|---|---|---|
| 1.00Puthanpurakkal road concreting | |||||
| 1.00 | 6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 35.93 | cum | 3,300 ₹1.2 L | 3,500 ₹1.3 L |
| 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) | 53.89 | cum | 9,400 ₹5.1 L | 10,000 ₹5.4 L |
Tender Value
₹6.4 L
EMD Value
₹15,883
Closing Date
16 Feb 2026, 5:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
Annual Plan-Alappuzha Municipality 2025-26 - Proj. No.775-PUTHENPURAKKAL ROAD C O N C R E T I N G I N THONDANKULANGARA WARD-
2026_LSGD_834336_1
T23/775/ME/LSGD/AMC/P3/2025
Open Tender
Civil Works - Roads
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,405
Yes
₹15,883
Yes
18 Mar 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
16 Feb 2026
7 Feb 2026
Puthanpurakkal road concreting
6.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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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