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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.8 LAdmitted-Fee/PreQual/Technical/Finance ADARSH | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.1 L+₹33,799.81 (9.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | KAIRALI LABOUR CONTRACT CO-OPERATIVE SOCIETY L2 | ADARS C S L1 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 1.00 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 80.37 | cum | 61.02 ₹4,904.18 | 56.47 ₹4,538.49 Lowest |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 26.79 | cum | 2,215 ₹59,339.85 | 2,027 ₹54,303.33 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) | 40.19 | cum | 8,500 ₹3,41,572.5 | 7,800 ₹3,13,443 Lowest |
| 1.00 | OD173933/2026-2027:Providing and fixing metal name board of size 120 x60 cm size with 15 mm dia. and 2 mm
thick GI pipe ,0.8 mm thick MS sheet 35x35x5 mm angle for post etc. Erected in concrete of cc
1:2:4 | 1 | each | 3,170 ₹3,170 | 2,901.9 ₹2,901.9 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,563
Closing Date
29 Sept 2026, 12:00 pmClosed
ASSISTANT ENGINEER
O/O Assistant Engineer, Thodannur bp
Road concrete
2026_LSGD_871273_6
AE-01/TDR/LSGD/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
thodannoor
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,563
Yes
30 Sept 2026
22 Sept 2026
30 Sept 2026
22 Sept 2026
29 Sept 2026
22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 1.001 | 3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> 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. | 80.37 | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 26.79 | 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) | 40.19 | cum | - | - |
| 1.004 | OD173933/2026-2027:Providing and fixing metal name board of size 120 x60 cm size with 15 mm dia. and 2 mm
thick GI pipe ,0.8 mm thick MS sheet 35x35x5 mm angle for post etc. Erected in concrete of cc
1:2:4 | 1 | each | - | - |
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