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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹3.2 L+₹25,680.85 (8.67%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Jishnu Das P L2 | Sasikumaran T L1 |
|---|---|---|---|---|---|
| 1.00Drainage | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 23.09 | cum | 65.78 ₹1,519.06 Lowest | 65.78 ₹1,519.06 Lowest |
| 1.00 | OD423050/2025-2026: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 Excluding form work (Derived from code no: 11.4.1.1, foundation) | 6.2 | cum | 7,950.03 ₹49,250.44 Lowest | 7,950.03 ₹49,250.44 Lowest |
| 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) | 13.38 | cum | 10,000 ₹1,33,760 | 8,080.08 ₹1,08,079.15 Lowest |
| 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) | 1.24 | cum | 8,438.18 ₹10,454.91 Lowest | 8,438.18 ₹10,454.91 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.39 | tonne | 92,253.53 ₹36,255.64 Lowest | 92,253.53 ₹36,255.64 Lowest |
| 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 | 6.2 | cum | 9,605.33 ₹59,505.02 Lowest | 9,605.33 ₹59,505.02 Lowest |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 105 | sqm | 14.7 ₹1,543.5 Lowest | 14.7 ₹1,543.5 Lowest |
| 1.01 | OD423080/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 31.5 | cum | 944.28 ₹29,744.82 Lowest | 944.28 ₹29,744.82 Lowest |
Tender Value
₹3.0 L
EMD Value
₹7,409
Closing Date
9 Mar 2026, 5:00 pmClosed
ASSISTANT ENGINEER
MUNICIPAL OFFICE MANJERI
MLA-SDF-Manjeri Municipality (MLA SDS 2025-26) (Work code 7622)-Karaparamb Kanam Road Drainage Construction -General Civil Work
2026_LSGD_842969_9
2716147/25/5
Open Tender
Civil Works - Others
Item Rate
300 days
MANJERI
Please refer Tender documents.
9 documents required · 9 mandatory
₹655
Yes
₹7,409
Yes
14 Oct 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
9 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Drainage | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 23.09 | cum | - | - |
| 1.002 | OD423050/2025-2026: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 Excluding form work (Derived from code no: 11.4.1.1, foundation) | 6.2 | cum | - | - |
| 1.003 | 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) | 13.38 | cum | - | - |
| 1.004 | 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) | 1.24 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.39 | tonne | - | - |
| 1.006 | 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 | 6.2 | cum | - | - |
| 1.007 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 105 | sqm | - | - |
| 1.008 | OD423080/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 31.5 | cum | - | - |
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