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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC Lowest Rate Accepted | |
| 2 | L2₹3.1 L+₹8,897.72 (2.99%)Rejected-AOC | L2 | Rejected-AOC Highest Rate Rejected | |
| 3 | L3₹3.1 L+₹14,070.24 (4.72%)Rejected-AOC | L3 | Rejected-AOC Highest Rate Rejected | |
| 4 | L4₹3.2 L+₹26,222.33 (8.80%)Rejected-AOC KAVANNUR GRAMA PANCHAYATH KERALA | KANNUR | KERALA | 670002 | L4 | Rejected-AOC Highest Rate Rejected |
| Sl No | Description | Qty | Unit | Jyothish L3 | SAJEEV A L1 | AV Muhammed Ashraf L4 | HASSANALI CHOLAKKAL L2 |
|---|---|---|---|---|---|---|---|
| 1.00DRAIN | |||||||
| 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 | 72 | cum | 348.26 ₹25,074.72 | 332.53 ₹23,942.16 Lowest | 361.8 ₹26,049.6 | 342.46 ₹24,657.12 |
| 1.00 | OD331392/2025-2026:Filling up low lying and water logged areas with local materials/quarry muck | 40.5 | cum | 810.95 ₹32,843.48 | 774.31 ₹31,359.56 Lowest | 842.49 ₹34,120.85 | 797.44 ₹32,296.32 |
| 1.00 | OD331393/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 9 | cum | 6,827.49 ₹61,447.41 | 6,519.02 ₹58,671.18 Lowest | 7,093.02 ₹63,837.18 | 6,713.8 ₹60,424.2 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 24 | cum | 6,939.17 ₹1,66,540.08 | 6,625.67 ₹1,59,016.08 Lowest | 7,209.05 ₹1,73,017.2 | 6,823.63 ₹1,63,767.12 |
| 1.00 | 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) | 2.5 | cum | 7,238.12 ₹18,095.3 | 6,919.31 ₹17,298.28 Lowest | 7,528.54 ₹18,821.35 | 7,126.04 ₹17,815.1 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.05 | tonne | 79,227.33 ₹3,882.14 | 75,647.89 ₹3,706.75 Lowest | 82,308.6 ₹4,033.12 | 77,908.11 ₹3,817.5 |
| 1.01 | 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 | 0.49 | cum | 8,249.06 ₹4,009.04 | 7,876.37 ₹3,827.92 Lowest | 8,569.88 ₹4,164.96 | 8,111.7 ₹3,942.29 |
Tender Value
₹3.6 L
Closing Date
11 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER AMARAMBALAM GP
Annual Plan 2025 26 Project No 487 26 KOOTANPARA PALLIPADI ANAPARA ROAD DRAINAGE IN WARD 2 General Civil Work
2026_LSGD_843539_7
08/2026/AE/LID EW/AMR
Open Tender
Civil Works - Roads
Item Rate
160 days
amarambalam gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,080
Yes
Yes
17 Jul 2026
4 Mar 2026
13 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAIN | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD331392/2025-2026:Filling up low lying and water logged areas with local materials/quarry muck | - | cum | - | - |
| 1.003 | OD331393/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.004 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | 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 | - | cum | - | - |
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