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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-AOC | ₹4.1 L | L1 | Accepted-AOC Accepted Vide Resolution No.(1) 21/2026 dtd.2-06-2026 of Mayyil GP -Lowest rate quated hence the work is awarded to the contractor. |
| 2 | L2₹4.3 L+₹13,502.43 (3.26%)Rejected-AOC | ₹4.3 L+₹13,502.43 (3.26%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹4.3 L+₹18,624.69 (4.49%)Rejected-AOC | ₹4.3 L+₹18,624.69 (4.49%) | L3 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ABDUL KHADER A L3 | ABDULSATHAR C P L1 | Mithun Viswanath L2 |
|---|---|---|---|---|---|---|
| 1.00CONCRETING | ||||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 68.4 | cum | 59.56 ₹4,073.9 | 57 ₹3,898.8 Lowest | 58.85 ₹4,025.34 |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 22.8 | cum | 2,157.41 ₹49,188.95 | 2,064.62 ₹47,073.34 Lowest | 2,131.9 ₹48,607.32 |
| 1.00 | 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) | 34.2 | cum | 8,301.33 ₹2,83,905.49 | 7,944.28 ₹2,71,694.38 Lowest | 8,203.14 ₹2,80,547.39 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 38.4 | cum | 49.34 ₹1,894.66 | 47.21 ₹1,812.86 Lowest | 48.75 ₹1,872 |
| 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. | 12.8 | cum | 61.35 ₹785.28 | 58.71 ₹751.49 Lowest | 60.63 ₹776.06 |
| 1.01 | OD484272/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges(Edited on 2025-26) | 12.8 | cum | 6,134.87 ₹78,526.34 | 5,871 ₹75,148.8 Lowest | 6,062.3 ₹77,597.44 |
| 1.01 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | 0.96 | cum | 8,258.58 ₹7,928.24 | 7,903.36 ₹7,587.23 Lowest | 8,160.89 ₹7,834.45 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.08 | tonne | 87,179.59 ₹6,712.83 | 83,429.93 ₹6,424.1 Lowest | 86,148.43 ₹6,633.43 |
Tender Value
₹4.7 L
EMD Value
₹11,640
Closing Date
19 May 2026, 5:00 pmClosed
Assistant Engineer
The Assistant Engineer LID and EW Section Mayyil Grama Panchayat post mayyil Kannur PIN 670602
Annual Plan-Mayyil GP Proj no 352/25-26-kayaralam motta mammichal road concrete - continuation from ch 0/087 to 0/163 km-General Civil Work-Asset no 212710050000000088
2026_LSGD_849898_5
01/AE/LSGD/MGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
MAYYIL G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,030
Yes
₹11,640
Yes
4 Jul 2026
11 May 2026
21 May 2026
11 May 2026
19 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - |
| 1.002 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 1 | cum | - | - |
| 1.005 | 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. | - | cum | - | - |
| 1.006 | OD484272/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges(Edited on 2025-26) | - | cum | - | - |
| 1.007 | 11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br>III. P.C.C. grade M 20 (i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
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