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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.0 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹27.9 L+₹93,849 (3.48%)Rejected-Finance | 2 | Rejected-Finance L2 | |
| 3 | Rejected-Technical AVANAKKATT HOUSE KALADI P O MALAPPURAM KERALA 679582 | MALAPPURAM | MALAPPURAM | KERALA | 679582 | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | SAJID CT L4 | RIJIN A L3 | N. ABDUL RASHEED L2 | MYTHOS TECHNOLOGY L1 |
|---|---|---|---|---|---|---|---|
| 1.00Restoration | |||||||
| 1.00 | OD435273/2025-2026: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 | 478.9 | cum | 344.22 ₹1,64,846.96 | 343 ₹1,64,262.7 | 321 ₹1,53,726.9 | 60 ₹28,734 Lowest |
| 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 | 478.9 | cum | 3,077.04 ₹14,73,594.46 | 2,892 ₹13,84,978.8 | 2,870 ₹13,74,443 Lowest | 3,000 ₹14,36,700 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 336.38 | cum | 3,449.92 ₹11,60,466.84 | 3,242 ₹10,90,527.75 | 3,218.77 ₹10,82,713.76 | 3,150 ₹10,59,581.25 Lowest |
| 1.00 | OD445148/2025-2026:[OD from MORD 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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) ( Without formwork) | 22.8 | cum | 8,446.62 ₹1,92,582.94 | 7,939 ₹1,81,009.2 | 7,850 ₹1,78,980 | 7,500 ₹1,71,000 Lowest |
Tender Value
₹29.9 L
EMD Value
₹50,000
Closing Date
13 Mar 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2025-26), Project No 1453-26 -Restoration works in Vattamkulam Chekannur Road in Vattamkulam Grama Panchayath-General Civil Work (Retender)
2026_LSGD_844316_2
DB1/TN/AEE/62/25-26
Open Tender
Civil Works - Roads
Item Rate
90 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹50,000
Yes
4 Apr 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Restoration | |||||
| 1.001 | OD435273/2025-2026: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 | 1 | cum | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.004 | OD445148/2025-2026:[OD from MORD 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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification(i) Nominal mix (1:2:4) ( Without formwork) | - | cum | - | - |
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