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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 LAdmitted-Fee/PreQual/Technical/Finance MANADATHODI HOUSE AVASHAM ERKKATTOOR MALAPPURAM 673642 | MALAPPURAM | MALAPPURAM | KERALA | 673642 | ₹8.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹9.5 L+₹79,528.92 (9.09%)Admitted-Fee/PreQual/Technical/Finance | ₹9.5 L+₹79,528.92 (9.09%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹9.6 L+₹84,488.55 (9.66%)Admitted-Fee/PreQual/Technical/Finance PATTARKADAVAN HOUSE KODUR MALAPPURAM 676504 | MALAPPURAM | KERALA | 676504 | ₹9.6 L+₹84,488.55 (9.66%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M HASKAR L1 | ABDUL JABBAR M L2 | SAIFULLAH P K L3 |
|---|---|---|---|---|---|---|
| 1.00App A: Roadway Interlocking | ||||||
| 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. | 206.5 | sqm | 11.68 ₹2,411.92 Lowest | 12.74 ₹2,630.81 | 12.81 ₹2,645.27 |
| 1.00 | OD493791/2025-2026:Quarry muck;filling up low lying and water logged areas with local material/quarrymuck spreading in layers top site and consolidation by rammming etc complete for improving the CBR value of subgrade. | 44.55 | cum | 750.13 ₹33,414.54 Lowest | 818.31 ₹36,451.62 | 822.56 ₹36,640.94 |
| 1.00 | OD535180/2025-2026:[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 | 54.87 | cum | 2,410.92 ₹1,32,287.18 Lowest | 2,630.04 ₹1,44,310.29 | 2,643.7 ₹1,45,059.82 |
| 1.00 | OD493783/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness , minimum length M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and level as per the directions of the departmental of the officers at the site inclusive of all cost & conveyance charges etc ; complete | 336.3 | sqm | 945.27 ₹3,17,894.3 Lowest | 1,031.18 ₹3,46,785.83 | 1,036.54 ₹3,48,588.4 |
| 1.00 | OD493796/2025-2026: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 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | 7.25 | cum | 6,709.99 ₹48,680.98 Lowest | 7,319.84 ₹53,105.44 | 7,357.85 ₹53,381.2 |
| 1.01 | OD494361/2025-2026:[OD From DAR 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 | 5.85 | cum | 273.45 ₹1,599.68 Lowest | 298.3 ₹1,745.06 | 299.85 ₹1,754.12 |
| 1.01 | OD494358/2025-2026:OD FROM DAR 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 1 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
All kinds of soil | 30.94 | cum | 195.84 ₹6,059.29 Lowest | 213.63 ₹6,609.71 | 214.74 ₹6,644.06 |
| 1.01 | OD493827/2025-2026:PCC WITHOUT FORMWORK :Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.75 | cum | 6,315.5 ₹11,083.7 Lowest | 6,889.5 ₹12,091.07 | 6,925.27 ₹12,153.85 |
| 1.01 | OD494365/2025-2026:Modified 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations without form work 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) | 4.09 | cum | 6,171.92 ₹25,274.01 Lowest | 6,732.87 ₹27,571.1 | 6,767.83 ₹27,714.26 |
Tender Value
₹11.0 L
EMD Value
₹27,538
Closing Date
1 Aug 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 1192-26 -Annual Plan-Malappuram DP (2025-26), Project No 1192-26- Pookkottur Mailadi Road Renovation- Pookkottur GP-General Civil Work
2026_LSGD_862002_16
DB1/TN/AEE/08/26-27
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹27,538
Yes
4 Aug 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1App A: Roadway Interlocking | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD493791/2025-2026:Quarry muck;filling up low lying and water logged areas with local material/quarrymuck spreading in layers top site and consolidation by rammming etc complete for improving the CBR value of subgrade. | - | cum | - | - |
| 1.003 | OD535180/2025-2026:[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 | 1 | cum | - | - |
| 1.004 | OD493783/2025-2026:Supplying and laying interlocking tile 100 mm or nearest size thickness , minimum length M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and level as per the directions of the departmental of the officers at the site inclusive of all cost & conveyance charges etc ; complete | - | sqm | - | - |
| 1.005 | OD493796/2025-2026: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 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.006 | OD494361/2025-2026:[OD From DAR 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 | 1 | cum | - | - |
| 1.007 | OD494358/2025-2026:OD FROM DAR 2.6.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 1 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
All kinds of soil | - | cum | - | - |
| 1.008 | OD493827/2025-2026:PCC WITHOUT FORMWORK :Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.009 | OD494365/2025-2026:Modified 11.4.2.1 : Providing concrete for plain/reinforced concrete in open foundations without form work 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) | 1 | cum | - | - |
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