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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAdmitted-Fee/PreQual/Technical/Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹3.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.0 L+₹1,724.79 (0.58%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 L+₹1,724.79 (0.58%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.0 L+₹3,887.50 (1.30%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | ₹3.0 L+₹3,887.50 (1.30%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.0 L+₹5,585.73 (1.87%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 L+₹5,585.73 (1.87%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.1 L+₹13,069.59 (4.38%)Admitted-Fee/PreQual/Technical/Finance | ₹3.1 L+₹13,069.59 (4.38%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOIDEENKOYA PP L3 | RITHU M.V L1 | V M FAIZAL L6 | MANI K L5 | TP SHIJU L4 | ABDUL HAKKEEM V P L7 | DILEEP M L2 | SHIFANA GAFOOR KP L8 | RABEESH. R. L9 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L11 | Bimal EN L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 67.94 | cum | 49.97 ₹3,394.71 | 49.31 ₹3,349.87 | 52 ₹3,532.62 | 51.5 ₹3,498.65 | 50 ₹3,396.75 | 110 ₹7,472.85 | 25 ₹1,698.38 | 14.8 ₹1,005.44 Lowest | 52.94 ₹3,596.48 | 60.45 ₹4,106.67 | 200 ₹13,587 |
| 1.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 25.44 | cum | 2,439.78 ₹62,072.88 | 2,408.37 ₹61,273.75 | 2,538.56 ₹64,586.04 | 2,513.94 ₹63,959.66 | 2,460 ₹62,587.32 | 2,500 ₹63,605 | 2,375 ₹60,424.75 | 2,500 ₹63,605 | 2,584.71 ₹65,760.19 | 2,953.9 ₹75,153.12 | 2,100 ₹53,428.2 Lowest |
| 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) | 33.97 | cum | 6,965.21 ₹2,36,594.25 | 6,875.61 ₹2,33,550.72 Lowest | 7,247.2 ₹2,46,172.89 | 7,176.92 ₹2,43,785.62 | 7,000 ₹2,37,776 | 7,200 ₹2,44,569.6 | 7,000 ₹2,37,776 | 7,500 ₹2,54,760 | 7,378.96 ₹2,50,648.51 | 8,432.65 ₹2,86,440.26 | 7,900 ₹2,68,347.2 |
Tender Value
₹3.8 L
EMD Value
₹9,524
Closing Date
14 Sept 2026, 2:00 pmClosed
AE, LSGD
AE, LSGD NANMINDA
CIVIL WORKS
2026_LSGD_867979_1
8/AE/NMD
Open Tender
Civil Works - Roads
Item Rate
200 days
NANMINDA
Please refer Tender documents.
7 documents required · 7 mandatory
₹840
Yes
₹9,524
Yes
16 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
7 Sept 2026 - 14 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 67.94 | cum | - | - |
| 1.002 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 25.44 | cum | - | - |
| 1.003 | 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) | 33.97 | cum | - | - |
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