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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC ALAYULLA KANNAN KANDY CHANGAROTH | ₹4.2 L Quoted ₹4.0 L | L1 | Accepted-AOC LOWEST ACCEPTED |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3REJECT |
| 3 | Rejected-Technical KERALA KL | PALAKKAD | KERALA | 678001 | - | - | Rejected-Technical L2 REJECTED |
| Sl No | Description | Qty | Unit | SREEJITH PK L2 | Lengish Kumar V L3 | A K SADANANDAN L1 |
|---|---|---|---|---|---|---|
| 1.00FOOTPATH | ||||||
| 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. | 39.5 | cum | 14.04 ₹554.59 Lowest | 14.36 ₹567.23 | 330 ₹13,035.33 |
| 1.00 | OD443441/2025-2026: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 manual means on prepared surface, mixing by mix in place method at OMC, and compacting to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 26.33 | cum | 2,738.15 ₹72,106.44 Lowest | 2,801.68 ₹73,779.44 | 2,900 ₹76,368.6 |
| 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) | 39.5 | cum | 8,327.69 ₹3,28,952.08 | 8,520.94 ₹3,36,585.65 | 7,800 ₹3,08,107.8 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
10 Mar 2026, 11:00 amClosed
SECRETARY
SECRETARY CHANGAROTH GP
RE TENDER 9 Annual Plan-Changaroth GP-Pro No 235/25-26 Maniyambra Vellachal Footpath, ward 6-.- General Civil Work
2026_DP_842469_1
RETENDER 9/AE/LID EW/26
Open Tender
Civil Works - Roads
Item Rate
changaroth gp
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
17 Sept 2026
2 Mar 2026
12 Mar 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1FOOTPATH | |||||
| 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. | 39.5 | cum | - | - |
| 1.002 | OD443441/2025-2026: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 manual means on prepared surface, mixing by mix in place method at OMC, and compacting to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 26.33 | 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) | 39.5 | cum | - | - |
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