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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Technical | ₹2.0 L | L1 | Admitted-Technical L1 |
| 2 | L2₹2.1 L+₹8,986.64 (4.58%)Admitted-Technical | ₹2.1 L+₹8,986.64 (4.58%) | L2 | Admitted-Technical L2 |
| 3 | L3₹2.1 L+₹17,361.37 (8.85%)Rejected-Technical | ₹2.1 L+₹17,361.37 (8.85%) | L3 | Rejected-Technical L3 |
| 4 | L4₹2.4 L+₹44,025.76 (22.4%)Rejected-Technical | ₹2.4 L+₹44,025.76 (22.4%) | L4 | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | Sayyad Mohammed Kunjathur L3 | ABDUL MUNEER K L1 | ismail thufail L2 | RAJU K L4 |
|---|---|---|---|---|---|---|---|
| 1.00CONCRETE | |||||||
| 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. | 49.86 | cum | 12.72 ₹634.22 | 11.69 ₹582.86 Lowest | 15 ₹747.9 | 14 ₹698.04 |
| 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. | 12.46 | cum | 1,964.2 ₹24,483.75 | 1,804.51 ₹22,493.22 Lowest | 1,900 ₹23,683.5 | 2,215 ₹27,609.98 |
| 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) | 24.93 | cum | 7,558.39 ₹1,88,430.66 | 6,943.89 ₹1,73,111.18 Lowest | 7,250 ₹1,80,742.5 | 8,500 ₹2,11,905 |
Tender Value
₹2.5 L
EMD Value
₹6,355
Closing Date
24 Aug 2026, 6:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER LSGD SECTION MANJESHWAR GRAMA PANCHAYATH
ROAD CONCRETE
2026_LSGD_865743_1
116/AE/LSGD/MJR/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
MANJESHWAR GRAMA PANCHAYATH
Please refer Tender documents.
10 documents required · 10 mandatory
₹560
Yes
₹6,355
Yes
8 Sept 2026
17 Aug 2026
26 Aug 2026
17 Aug 2026
24 Aug 2026
17 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONCRETE | |||||
| 1.001 | 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. | 1 | 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. | 1 | 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) | 1 | cum | - | - |
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