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| Sl No | Description | Qty | Unit | V. ASHRAF L2 | RITHU M.V L1 |
|---|---|---|---|---|---|
| 1.00ROAD WORKS | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 24.14 | cum | 14 ₹338 | 11.73 ₹283.2 Lowest |
| 1.00 | 4.1.A.1: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 | 16.09 | cum | 2,400 ₹38,628 Lowest | 2,439 ₹39,255.71 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 24.14 | cum | 6,851 ₹1,65,403.69 | 6,688 ₹1,61,468.38 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,340
Closing Date
24 Oct 2025, 6:00 pmClosed
Assistant engineer
LID and EW Section Thalakkulathur GP Kozhikode
Road concrete
2025_LSGD_811118_1
LSGD/CELSGD/TR/133954/2025
Open Tender
Civil Works - Roads
Item Rate
Thalakkulathur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹560
Yes
₹6,340
Yes
14 Sept 2026
17 Oct 2025
27 Oct 2025
17 Oct 2025
24 Oct 2025
17 Oct 2025
Amount
ROAD WORKS
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.1.A.1: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
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
V. ASHRAF (BID ID -2406576)
Bidder Name
V. ASHRAF
RITHU M.V
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