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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.1 LRejected-AOC | ₹7.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Roopesh R Mallan L2 | Athul J Mallan L1 |
|---|---|---|---|---|---|
| 1.00drainage | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 50.96 | cum | 988 ₹50,348.48 | 941 ₹47,953.36 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 7.28 | cum | 9,451 ₹68,803.28 | 9,000 ₹65,520 |
| 1.00 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 31.73 | cum | 10,979 ₹3.5 L | 10,457 ₹3.3 L |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 1.75 | tonne | 1,05,972 ₹1.9 L | 1,00,926 ₹1.8 L |
| 1.00 | OD331061/2025-2026:(4.11.2 modified with surface vibrator-2025) Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing quarry muck spreading uniform layers and compacting with surface vibratorto achieve the desired density. | 4.95 | cum | 1,820 ₹9,009 | 1,734 ₹8,583.30 |
| 1.01 | 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) | 4.95 | cum | 10,041 ₹49,702.95 | 9,563 ₹47,336.85 |
Tender Value
₹6.8 L
EMD Value
₹16,947
Closing Date
11 Nov 2025, 6:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
Annual Plan-Alappuzha Municipality 2025-26 - Proj. No.156-CONSTRUCTION OF DRAIN AND SLAB FOR SOUTH KSTA LEKSHMINARAYANA ROAD IN MUNICIPAL OFFICE WARD
2025_LSGD_818318_1
T18/156/ME/LSGD/AMC/P3/2025
Open Tender
Civil Works - Others
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,947
Yes
1 Mar 2026
3 Nov 2025
12 Nov 2025
3 Nov 2025
11 Nov 2025
3 Nov 2025
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