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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Fee/PreQual/Technical/Finance KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585 | ₹2.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.0 L+₹7,703.98 (2.61%)Admitted-Fee/PreQual/Technical/Finance KERALA KL | ₹3.0 L+₹7,703.98 (2.61%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.0 L+₹9,392.04 (3.19%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 L+₹9,392.04 (3.19%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.1 L+₹16,273.04 (5.52%)Admitted-Fee/PreQual/Technical/Finance | ₹3.1 L+₹16,273.04 (5.52%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.1 L+₹16,892.13 (5.73%)Admitted-Fee/PreQual/Technical/Finance | ₹3.1 L+₹16,892.13 (5.73%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MOIDEENKOYA PP L2 | RITHU M.V L1 | V M FAIZAL L8 | MANI K L5 | TP SHIJU L3 | Bimal EN L9 | SHIFANA GAFOOR KP L6 | RABEESH. R. L7 | DILEEP M L4 | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY 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. | 54.36 | cum | 49.97 ₹2,716.37 | 48.68 ₹2,646.24 | 52.95 ₹2,878.36 | 51.5 ₹2,799.54 | 50 ₹2,718 | 200 ₹10,872 | 14 ₹761.04 Lowest | 52.94 ₹2,877.82 | 50 ₹2,718 | 60.66 ₹3,297.48 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 3.5 | cum | 476.46 ₹1,667.61 | 464.33 ₹1,625.16 | 504.77 ₹1,766.7 | 490.2 ₹1,715.7 | 480 ₹1,680 | 400 ₹1,400 | 1,200 ₹4,200 | 504 ₹1,764 | 200 ₹700 Lowest | 576.01 ₹2,016.04 |
| 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 | 23.12 | cum | 2,439.78 ₹56,407.71 | 2,377.6 ₹54,970.11 | 2,584.71 ₹59,758.5 | 2,513.94 ₹58,122.29 | 2,460 ₹56,875.2 | 2,100 ₹48,552 Lowest | 2,500 ₹57,800 | 2,584.71 ₹59,758.5 | 2,500 ₹57,800 | 2,953.9 ₹68,294.17 |
| 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) | 34.68 | cum | 6,965.21 ₹2,41,560.45 | 6,787.77 ₹2,35,406.65 Lowest | 7,378.96 ₹2,55,909.71 | 7,176.92 ₹2,48,902.76 | 7,000 ₹2,42,767 | 7,900 ₹2,73,979.9 | 7,200 ₹2,49,703.2 | 7,378.96 ₹2,55,909.71 | 7,200 ₹2,49,703.2 | 8,432.6 ₹2,92,451 |
Tender Value
₹3.8 L
EMD Value
₹9,533
Closing Date
14 Sept 2026, 2:00 pmClosed
AE, LSGD
AE, LSGD NANMINDA
CIVIL WORKS
2026_LSGD_867988_1
9/AE/NMD
Open Tender
Civil Works - Roads
Item Rate
200 days
NANMINDA
Please refer Tender documents.
7 documents required · 7 mandatory
₹845
Yes
₹9,533
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. | 54.36 | cum | - | - |
| 1.002 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 3.5 | cum | - | - |
| 1.003 | 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 | 23.12 | cum | - | - |
| 1.004 | 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) | 34.68 | cum | - | - |
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