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| Sl No | Description | Qty | Unit | RITHU M.V L1 | SHAJU C K L2 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 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. | 29.4 | cum | 63 ₹1,851.95 Lowest | 63 ₹1,851.95 Lowest |
| 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 | 14.7 | cum | 3,077 ₹45,225.75 Lowest | 3,077 ₹45,225.75 Lowest |
| 1.00 | OD509167/2025-2026:Filling with quarry muck-Filling up low lying areas with local material/quarry muck, spreading
in layers levelling the top at site and consolidating by ramming etc.complete | 2.16 | cum | 944.28 ₹2,039.64 Lowest | 944.28 ₹2,039.64 Lowest |
| 1.00 | OD509133/2025-2026: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
(i) Nominal mix (1:2:4)
(Modified 75.8.1 without form work) | 24.64 | cum | 8,446 ₹2,08,100.99 Lowest | 9,446 ₹2,32,739.99 |
Tender Value
₹2.6 L
EMD Value
₹6,431
Closing Date
16 Mar 2026, 5:25 pmClosed
AE
AE LID AND EW SECTION KURUVATTUR GP
ROAD
2026_LSGD_845585_10
AE/LIDEW/KVR/6/2025-26
Open Tender
Civil Works - Roads
Item Rate
KURUVATTUR
9 documents required · 9 mandatory
₹570
Yes
₹6,431
Yes
4 Jul 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 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. | - | 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 | - | cum | - | - |
| 1.003 | OD509167/2025-2026:Filling with quarry muck-Filling up low lying areas with local material/quarry muck, spreading
in layers levelling the top at site and consolidating by ramming etc.complete | - | cum | - | - |
| 1.004 | OD509133/2025-2026: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
(i) Nominal mix (1:2:4)
(Modified 75.8.1 without form work) | 1 | cum | - | - |
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