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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 LAdmitted-Fee/PreQual/Technical/Finance NOT SPECIFIED | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.8 L+₹6,226.68 (1.68%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VVASEES L1 | RAJEEVAN N K L2 |
|---|---|---|---|---|---|
| 1.00Chelattandi Muthuvana Anganavadi road | |||||
| 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. | 28.1 | cum | 56.6 ₹1,590.63 | 56.08 ₹1,576.02 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 51.33 | cum | 525 ₹26,949.83 Lowest | 534.65 ₹27,445.19 |
| 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. | 25.77 | cum | 1,997 ₹51,454.7 Lowest | 2,031.45 ₹52,342.34 |
| 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) | 37.79 | cum | 7,687 ₹2,90,514.79 Lowest | 7,815.55 ₹2,95,373.08 |
Tender Value
₹4.2 L
EMD Value
₹10,586
Closing Date
26 Sept 2026, 6:00 pmClosed
Mithun Kurian
Office of the Assistant Engineer LID EW Section Maniyur Grama Panchayat
Chelattandi Muthuvana Anganavadi road construction in ward 15 Project No 285 26-27
2026_LSGD_869762_10
02/ETENDER/2026-2027/LID EW/MNR
Open Tender
Civil Works - Roads
Item Rate
180 days
MANIYUR GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,586
Yes
28 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
26 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Chelattandi Muthuvana Anganavadi road | |||||
| 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. | 28.1 | cum | - | - |
| 1.002 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 51.33 | 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. | 25.77 | 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) | 37.79 | cum | - | - |
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