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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹29.2 LAccepted-AOC | ₹29.2 L | 1 | Accepted-AOC EE/LIDEW/MPM/015/26-27 |
| 2 | 2₹31.6 LRejected-Finance SREELAKSHMI HOUSE KOLAKKOTTUCHOLA P O MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676517 | ₹31.6 L | 2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | JIJEESH P L2 | ABOOBACKER L1 |
|---|---|---|---|---|---|
| 1.00DRAINAGE CUM ROAD CONCRETE | |||||
| 1.00 | OD420306/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soi | 113.85 | sqm | 31.54 ₹3,590.83 | 29.15 ₹3,318.73 |
| 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. | 30.9 | cum | 58.9 ₹1,820.01 | 54.44 ₹1,682.20 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 88.26 | cum | 2,875.19 ₹2.5 L | 2,657.64 ₹2.3 L |
| 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) | 137.14 | cum | 8,208.22 ₹11.3 L | 7,587.16 ₹10.4 L |
| 1.00 | OD420307/2025-2026:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 159.12 | cum | 321.64 ₹51,179.36 | 297.3 ₹47,306.38 |
| 1.01 | OD434107/2025-2026: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 (without formwork) | 17.68 | cum | 7,428.51 ₹1.3 L | 6,866.44 ₹1.2 L |
| 1.01 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 61.2 | cum | 7,550.03 ₹4.6 L | 6,978.77 ₹4.3 L |
| 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) | 8.34 | cum | 7,884.64 ₹65,757.90 | 7,288.06 ₹60,782.42 |
| 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<br> For height upto 5 m <br> III. R.C.C grade M 20 | 37.13 | cum | 8,975.22 ₹3.3 L | 8,296.12 ₹3.1 L |
Tender Value
₹33.9 L
EMD Value
₹50,000
Closing Date
16 May 2026, 6:55 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
LAC-ADS-(2025-26), Vallikkunnu LAC, Hon. MLA Shri. ABDUL HAMEED MASTER (ID 25738) - Chelembra GP - 1. Kuttiriparambu - Chaliparambu Road and construction of the associated drainage - Phase I, 2. Thayyilapotta Anganwadi Road - (Retender)
2026_LSGD_849626_6
DB1/TN/EE/01/26-27
Open Tender
Civil Works - Roads
270 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
27 Jun 2026
8 May 2026
18 May 2026
8 May 2026
16 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1DRAINAGE CUM ROAD CONCRETE | ||||||
| 1.001 | OD420306/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding
15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soi | 1 | sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD420307/2025-2026:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | OD434107/2025-2026: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 (without formwork) | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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