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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹70.4 LAccepted-AOC AVANAKKATT HOUSE KALADI P O MALAPPURAM KERALA 679582 | MALAPPURAM | MALAPPURAM | KERALA | 679582 | 1 | Accepted-AOC EE/LIDEW/MPM/012/26-27 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | SALIM P L3 | RIJIN A L1 | DULFIKAR K.V L2 |
|---|---|---|---|---|---|---|
| 1.00Road work | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 3,426 | sqm | 16.15 ₹55,329.9 | 10 ₹34,260 Lowest | 13 ₹44,538 |
| 1.00 | OD333046/2025-2026: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 soil | 831 | sqm | 37.09 ₹30,821.79 | 27 ₹22,437 Lowest | 30 ₹24,930 |
| 1.00 | OD367363/2025-2026:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A)
By Mix in Place Method 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 Plate Vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 513.9 | cum | 3,334.99 ₹17,13,851.36 | 2,524 ₹12,97,083.6 Lowest | 2,725 ₹14,00,377.5 |
| 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) | 770.85 | cum | 9,653.09 ₹74,41,084.43 | 7,308 ₹56,33,371.8 Lowest | 7,888 ₹60,80,464.8 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 103.12 | cum | 660.34 ₹68,097.56 | 499 ₹51,459.38 Lowest | 540 ₹55,687.5 |
| 1.01 | OD332943/2025-2026:Providing and fixing granite of any colour and shade for name board,of required size laid over
base of cement mortar 1:4 (1 cement: 4 coarse sand) ,including all charges etc complete at all,
levels, including lettering and fixing | 1 | each | 3,212.81 ₹3,212.81 | 2,431 ₹2,431 Lowest | 2,624 ₹2,624 |
Tender Value
₹84.7 L
EMD Value
₹50,000
Closing Date
13 Mar 2026, 6:55 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
GENERAL-Budget 2025-26 - Annexure II-Vol.II- Sl.No.1454 Tavanur LAC Anayozhukku Palam Valamaruthur Road -Budget 2025-26 - Annexure II-Vol.II- Sl.No.1454 Tavanur LAC Anayozhukku Palam Valamaruthur Road -General Civil Work
2026_LSGD_844333_4
DB1/TN/EE/63/25-26
Open Tender
Civil Works - Roads
Item Rate
300 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹50,000
Yes
4 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
13 Mar 2026
6 Mar 2026
Road work
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
OD333046/2025-2026: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 soil
OD367363/2025-2026:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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 Plate Vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD332943/2025-2026:Providing and fixing granite of any colour and shade for name board,of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand) ,including all charges etc complete at all, levels, including lettering and fixing
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