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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAccepted-Finance | ₹2.0 L | L1 | Accepted-Finance ACCEPTED |
| 2 | L2₹2.1 L+₹7,668.96 (3.78%)Accepted-Finance VISHNU PRABHA HOUSE KAVIL P O NADUVANNUR VIA KOYILANDY KOZHIKODE DISTRICT KERALA 673614 | KOZHIKODE | KERALA | 673614 | ₹2.1 L+₹7,668.96 (3.78%) | L2 | Accepted-Finance ACCEPTED |
| 3 | L3₹2.1 L+₹8,417.50 (4.15%)Accepted-Finance | ₹2.1 L+₹8,417.50 (4.15%) | L3 | Accepted-Finance ACCEPTED |
| 4 | L4₹2.2 L+₹16,331.90 (8.05%)Accepted-Finance | ₹2.2 L+₹16,331.90 (8.05%) | L4 | Accepted-Finance ACCEPTED |
| Sl No | Description | Qty | Unit | DILEEP M L4 | chandran n v L3 | C P SREEKUMAR L2 | RAHUL C M L1 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETING | |||||||
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 23.4 | cum | 50 ₹1,170 | 14 ₹327.6 | 12.2 ₹285.48 | 11.84 ₹277.06 Lowest |
| 1.00 | OD54094/2026-2027:Filling up low laying and water logged areas with local material/quarry muck,spreading layers levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 13 | cum | 1,000 ₹13,000 | 780 ₹10,140 | 783.5 ₹10,185.5 | 755.42 ₹9,820.46 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. (ii) Using Gravel mix soil. | 15.6 | cum | 2,200 ₹34,320 | 1,780 ₹27,768 Lowest | 1,895 ₹29,562 | 1,826.64 ₹28,495.58 |
| 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) | 23.4 | cum | 7,300 ₹1,70,820 | 7,400 ₹1,73,160 | 7,291.2 ₹1,70,614.08 | 7,025 ₹1,64,385 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,345
Closing Date
10 Sept 2026, 11:00 amClosed
ASSISTANT ENGINEER ,MOODADI GP
ASSISTANT ENGINEER ,MOODADI GP
CONCRETE
2026_LSGD_867308_5
AE/MDY/TENDER/01/P/2026-27
Open Tender
Civil Works - Roads
Item Rate
MOODADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹560
Yes
₹6,345
Yes
14 Sept 2026
3 Sept 2026
12 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
3 Sept 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETING | |||||
| 1.001 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment 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. | 1 | cum | - | - |
| 1.002 | OD54094/2026-2027:Filling up low laying and water logged areas with local material/quarry muck,spreading layers levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | - | cum | - | - |
| 1.003 | 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. (ii) Using Gravel mix soil. | 1 | 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) | 1 | cum | - | - |
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