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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC KERALA | L1 | Accepted-AOC Accepted Vide Resolution No.I(1) dtd.24-01-2026 of Nemmara GP | |
| 2 | L2₹4.4 L+₹16,943.64 (4.00%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | VIJAYARAGHAVAN C L1 | HAKEEM K L2 |
|---|---|---|---|---|---|
| 1.00Drainage | |||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 33.63 | cum | 941.5 ₹31,667.35 Lowest | 979.16 ₹32,934.05 |
| 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 3.93 | cum | 9,001 ₹35,355.93 Lowest | 9,361.04 ₹36,770.17 |
| 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 16.9 | cum | 10,457 ₹1,76,754.67 Lowest | 10,875.28 ₹1,83,824.86 |
| 1.00 | 12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.89 | tonne | 1,00,008 ₹88,807.1 Lowest | 1,04,008.32 ₹92,359.39 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 12.8 | cum | 441 ₹5,644.8 Lowest | 458.64 ₹5,870.59 |
| 1.01 | OD423497/2025-2026: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 local material spreading in uniform layers.manually, mixing by mix in place method with rotavator at once and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 5.12 | cum | 2,341 ₹11,985.92 Lowest | 2,434.64 ₹12,465.36 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 7.68 | cum | 9,554 ₹73,374.72 Lowest | 9,936.16 ₹76,309.71 |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
19 Jan 2026, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SREEPRIYA.C
Assistant Engineer office, Nemmara Grama Panchayath
ARAKULAMBU ROAD MAINTENANCE IN WARD 8-ARAKULAMBU ROAD MAINTENANCE 130/25
2026_LSGD_826660_14
04/2025-26/AE/LID EW/NMA
Open Tender
Civil Works - Roads
Item Rate
Nemmara Grama Panchayat
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
18 Feb 2026
9 Jan 2026
21 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
Drainage
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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<br> For height upto 5 m <br> III. R.C.C grade M 20
12.8:Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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
OD423497/2025-2026: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 local material spreading in uniform layers.manually, mixing by mix in place method with rotavator at once and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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