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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.4 L+₹1,539.37 (0.35%)Admitted-Fee/PreQual/Technical/Finance | ₹4.4 L+₹1,539.37 (0.35%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹4.8 L+₹36,940.94 (8.34%)Admitted-Fee/PreQual/Technical/Finance | ₹4.8 L+₹36,940.94 (8.34%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.3 L+₹85,837.80 (19.4%)Admitted-Fee/PreQual/Technical/Finance | ₹5.3 L+₹85,837.80 (19.4%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.4 L+₹94,476.32 (21.3%)Admitted-Fee/PreQual/Technical/Finance | ₹5.4 L+₹94,476.32 (21.3%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOHAMED K L4 | AKIL NASIM M L3 | T HAMZA L2 | SHIJU KANDANCHIRA L1 | MOHAMEDALI L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Road concreting | ||||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 95.86 | cum | 70 ₹6,710.27 | 51.63 ₹4,949.3 | 47.82 ₹4,584.07 | 47.6 ₹4,562.98 Lowest | 57.82 ₹5,542.68 |
| 1.00 | OD105734/2026-2027: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 | 38.34 | cum | 2,458 ₹94,249.55 | 2,382.09 ₹91,338.86 | 2,206.37 ₹84,601.05 | 2,198 ₹84,280.11 Lowest | 2,667.68 ₹1,02,289.52 |
| 1.00 | OD105737/2026-2027: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 without form work
(i) Nominal mix (1:2:4) | 57.52 | cum | 7,389 ₹4,24,993.11 | 6,629.75 ₹3,81,323.33 | 6,140.69 ₹3,53,194.07 | 6,120 ₹3,52,004.04 Lowest | 7,424.58 ₹4,27,039.57 |
| 1.00 | OD105735/2026-2027:providing and fixing Granite of any colour and shade for name board of required size over base of cement mortar 1:4 including all charges etc. complete,including lettering and fixing | 1 | each | 2,850 ₹2,850 | 2,294.58 ₹2,294.58 | 2,125.31 ₹2,125.31 | 2,118 ₹2,118 Lowest | 2,569.68 ₹2,569.68 |
Tender Value
Refer Docs
EMD Value
₹15,286
Closing Date
11 Sept 2026, 6:55 pmClosed
Assistant Engineer
Assistant Engineer Block Panchayath Malappuram
Annual Plan - 2026-27 - Malappuram BP-Mukkammadu Charalkunnu Poozhikkunnu Road Renovation-Othukkungal GP-PR No 15/26-27-General Civil Work
2026_LSGD_867656_4
16/AEE/LSGD/MPM/TN/2025-26
Open Tender
Civil Works - Roads
Item Rate
300 days
Malappuram
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,350
Yes
₹15,286
Yes
14 Sept 2026
4 Sept 2026
14 Sept 2026
4 Sept 2026
11 Sept 2026
4 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 95.86 | cum | - | - |
| 1.002 | OD105734/2026-2027: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 | 38.34 | cum | - | - |
| 1.003 | OD105737/2026-2027: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 without form work
(i) Nominal mix (1:2:4) | 57.52 | cum | - | - |
| 1.004 | OD105735/2026-2027:providing and fixing Granite of any colour and shade for name board of required size over base of cement mortar 1:4 including all charges etc. complete,including lettering and fixing | 1 | each | - | - |
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