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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 LAccepted-AOC | ₹1.3 L | L1 | Accepted-AOC LOW RATE |
| 2 | L2₹1.3 L+₹5,367.32 (4.27%)Rejected-AOC | ₹1.3 L+₹5,367.32 (4.27%) | L2 | Rejected-AOC HIGH RATE |
| 3 | L3₹1.4 L+₹13,234.66 (10.5%)Rejected-Finance | ₹1.4 L+₹13,234.66 (10.5%) | L3 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | IRSHAD M K L3 | ABDUL NAVAS BM L2 | ABDUL RISHAD P A L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | ||||||
| 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. | 16.2 | cum | 53.47 ₹866.21 | 50.45 ₹817.29 | 48.38 ₹783.76 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. | 8.1 | cum | 1,938.2 ₹15,699.42 | 1,828.55 ₹14,811.26 | 1,753.73 ₹14,205.21 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) | 16.2 | cum | 7,458.51 ₹1,20,827.86 | 7,036.55 ₹1,13,992.11 | 6,748.65 ₹1,09,328.13 Lowest |
| 1.00 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | 3.24 | cum | 515.64 ₹1,670.67 | 486.47 ₹1,576.16 | 466.79 ₹1,512.4 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,149
Closing Date
10 Jul 2026, 4:45 pmClosed
REESHNA VENU
MULIYAR GP
Annual Plan-MULIYAR GP-8TH MILE KAKKAKKUNNU LBS ROAD CONCRETE SECOND STAGE-PRO.NNO-396/25-26
2026_LSGD_858639_20
01/26-27/AE/LID EW/MLR
Open Tender
Civil Works - Roads
Item Rate
180 days
MULIYAR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,149
Yes
5 Sept 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD CONCRETE | |||||
| 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. | 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 | - | - |
| 1.004 | 3.4:Construction of Embankment with Material Obtained from Borrow Pits <br> Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 | - | cum | - | - |
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