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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.7 L+₹159.16 (0.01%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Ramananda shenoy L2 | SHAJILAL V L1 |
|---|---|---|---|---|---|
| 1.00Drainage | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 64.65 | cum | 441.5 ₹28,543.86 | 441 ₹28,511.53 Lowest |
| 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 | 9.24 | cum | 9,001.45 ₹83,137.39 | 9,001 ₹83,133.24 Lowest |
| 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 | 40.05 | cum | 10,457.4 ₹4,18,860.7 | 10,457 ₹4,18,844.68 Lowest |
| 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 | 2.21 | tonne | 1,00,926.12 ₹2,23,046.73 | 1,00,926 ₹2,23,046.46 Lowest |
| 1.00 | OD48236/2025-2026:(DAR 50.18.9.9.2. modified) Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in CHarge. 110 mm dia 4 Kg/cm2 | 6 | metre | 556.42 ₹3,338.52 | 556 ₹3,336 Lowest |
| 1.01 | OD48237/2025-2026:(DAR 50.18.9.2.2.modified) Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2 | 42 | 1 meter | 219.55 ₹9,221.1 | 219 ₹9,198 Lowest |
| 1.01 | OD221117/2025-2026:(4.11.2 modified ) 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 in uniform layers and compacting with surface vibrator to achieve the desired density | 48.3 | cum | 1,734.03 ₹83,748.45 | 1,734 ₹83,747 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 45.85 | cum | 9,186.73 ₹4,21,239.13 | 9,185 ₹4,21,159.81 Lowest |
Tender Value
₹12.7 L
EMD Value
₹31,778
Closing Date
25 Aug 2025, 5:00 pmClosed
MUNICIPAL ENGINEER
ALAPPUZHA MUNICIPALITY
Annual Plan-Alappuzha Municipality 2025-26 - Proj. No.267- CONSTRUCTION OF DRAIN AND SLAB AT SOUTH OF VIGILANCE OFFICE IN ALISERRY WARD-General Civil Work
2025_LSGD_786170_1
T7/267/ME/LSGD/AMC/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
ALAPPUZHA MUNICIPALITY
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,778
Yes
2 Nov 2025
14 Aug 2025
26 Aug 2025
14 Aug 2025
25 Aug 2025
14 Aug 2025
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