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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-AOC 1505 SUB TREASURY TIRU | ₹3.6 L | 1 | Accepted-AOC LOWEST AMOUNT QUATED |
| 2 | Rejected-Technical NEKKATH HOUSE ACHANAMBALAM KANNAMANGALAM P O MALAPPURAM 676304 | MALAPPURAM | MALAPPURAM | KERALA | 676304 | - | - | Rejected-Technical Lowest amount quated ather person |
| 3 | Rejected-Technical 1505 SUB TREASURY TIRUR | - | - | Rejected-Technical Lowest amount quated ather person |
| 4 | Rejected-Technical PATHI HOUSE VYAVASAYA MOHABBATH COLONY PATTAKKAPPIL P O MALAPPURAM 676519 | MALAPPURAM | MALAPPURAM | KERALA | 676519 | - | - | Rejected-Technical Lowest amount quated ather person |
| Sl No | Description | Qty | Unit | ABDUL AZEEZ.P L2 | KRISHNADAS M L1 | SHAHEER ALI P L4 | KUNHI MOHAMMED U L3 |
|---|---|---|---|---|---|---|---|
| 1.00Concrete | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 117.6 | sqm | 12.51 ₹1,471.18 | 10 ₹1,176 Lowest | 13.77 ₹1,619.35 | 11 ₹1,293.6 |
| 1.00 | OD435270/2025-2026:[OD From DAR 2.28.1] - Surface dressing of the ground including removing vegetation and inequalities 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 | 171.33 | sqm | 28.71 ₹4,919 | 26 ₹4,454.68 Lowest | 31.62 ₹5,417.58 | 29 ₹4,968.69 |
| 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 | 28.89 | cum | 2,617.64 ₹75,631.47 | 2,427 ₹70,123.31 Lowest | 2,883.19 ₹83,304.01 | 2,620 ₹75,699.66 |
| 1.00 | OD435289/2025-2026:[OD From MORD 75.8.1] -Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course 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 25 mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 43.34 | cum | 7,185.54 ₹3,11,421.3 | 6,663 ₹2,88,774.42 Lowest | 7,914.48 ₹3,43,013.56 | 7,190 ₹3,11,614.6 |
Tender Value
₹4.6 L
EMD Value
₹11,562
Closing Date
11 Mar 2026, 5:00 pmClosed
ABIDHA
LID AND EW SECTION OZHUR GP
Annual Plan-Ozhur GP-Project No 348-26 Pulparambu Iyyathul Islam Madrassa Kuruvattisery Road Renovation ward 16Rennovation ward 6
2026_LSGD_842574_3
2025-26 AE LID AND EW OZHUR PHASE V
Open Tender
Civil Works - Roads
Item Rate
180 days
OZHUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹19,517
Yes
₹11,562
Yes
11 Aug 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concrete | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 1 | sqm | - | - |
| 1.002 | OD435270/2025-2026:[OD From DAR 2.28.1] - Surface dressing of the ground including removing vegetation and inequalities 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 | 0.6 | sqm | - | - |
| 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 | - | - |
| 1.004 | OD435289/2025-2026:[OD From MORD 75.8.1] -Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course 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 25 mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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