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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Fee/PreQual/Technical/Finance | ₹12.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.8 L+₹50,182.51 (4.08%)Admitted-Fee/PreQual/Technical/Finance | ₹12.8 L+₹50,182.51 (4.08%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹12.8 L+₹53,222.22 (4.33%)Admitted-Fee/PreQual/Technical/Finance | ₹12.8 L+₹53,222.22 (4.33%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹13.1 L+₹78,710.62 (6.41%)Admitted-Fee/PreQual/Technical/Finance | ₹13.1 L+₹78,710.62 (6.41%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹13.2 L+₹90,899.82 (7.40%)Admitted-Fee/PreQual/Technical/Finance MELMURI | ₹13.2 L+₹90,899.82 (7.40%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KUNHIMOIDU L2 | K shamsudheen L4 | MOHAMED K L8 | CALICUT AIRPORT LCCS. LTD. L1 | MOHAMEDALI L7 | NIYAS PERAPURATH KEEZHUVEETTIL L6 | ARAVANKARA LABOUR CONTRACT CO OPERATIVE SOCIETY LTD. L9 | Mujeeb Rahman C L5 | ABDUL SHUKOOR L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||||||||
| 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. | 266.18 | cum | 49.8 ₹13,255.52 | 51 ₹13,574.93 | 23.76 ₹6,324.32 Lowest | 47.84 ₹12,733.81 | 53.54 ₹14,251.01 | 52.49 ₹13,971.53 | 56.12 ₹14,937.74 | 51.38 ₹13,676.07 | 49.91 ₹13,284.79 |
| 1.00 | OD88370/2026-2027: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 | 106.47 | cum | 2,297.42 ₹2,44,606.31 | 2,348 ₹2,49,991.56 | 2,007.9 ₹2,13,781.11 Lowest | 2,207.28 ₹2,35,009.1 | 2,470.11 ₹2,62,992.61 | 2,421.85 ₹2,57,854.37 | 2,589.07 ₹2,75,658.28 | 2,370.56 ₹2,52,393.52 | 2,302.88 ₹2,45,187.63 |
| 1.00 | OD88371/2026-2027: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 as required including compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) (excluding form work) | 159.71 | cum | 6,394.09 ₹10,21,168.14 | 6,537 ₹10,43,991.59 | 7,307.98 ₹11,67,120.95 | 6,143.23 ₹9,81,104.55 Lowest | 6,874.7 ₹10,97,923.96 | 6,740.4 ₹10,76,475.58 | 7,205.81 ₹11,50,803.89 | 6,597.65 ₹10,53,677.69 | 6,409.3 ₹10,23,597.26 |
Tender Value
₹16.9 L
EMD Value
₹42,240
Closing Date
14 Sept 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 (2026-27), Project No 326-27 -Mundiyad Moolaparamb road Improvement - Othukkungal-General Civil Work
2026_LSGD_867166_10
DB1/TN/AEE/16/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹42,240
Yes
17 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 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. | 266.18 | cum | - | - |
| 1.002 | OD88370/2026-2027: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 | 106.47 | cum | - | - |
| 1.003 | OD88371/2026-2027: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 as required including compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) (excluding form work) | 159.71 | cum | - | - |
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