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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC NELLIPPILLY HOUSE MATTATHUR P O VASUPURAM | PALAKKAD | KERALA | 678001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.3 L+₹1,855.21 (0.35%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹5.5 L+₹22,187.66 (4.20%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹5.6 L+₹34,558.16 (6.55%)Rejected-Finance | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | SASI R L2 | NIDHIN JOHN L1 | Sabu L3 | Ajayakumar Associates L4 |
|---|---|---|---|---|---|---|---|
| 1.00TILE PAVING | |||||||
| 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. | 58.05 | cum | 62.7 ₹3,639.74 | 66 ₹3,831.3 | 60 ₹3,483 | 58 ₹3,366.9 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. | 38.7 | cum | 2,271.43 ₹87,904.34 | 2,270.43 ₹87,865.64 | 2,400 ₹92,880 | 2,200 ₹85,140 Lowest |
| 1.00 | OD18161/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 366.2 | 1 sqm | 1,096.89 ₹4,01,681.12 | 1,091.45 ₹3,99,688.99 Lowest | 1,150 ₹4,21,130 | 1,195 ₹4,37,609 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.16 | cum | 8,745.09 ₹36,414.55 | 8,741.26 ₹36,398.61 | 7,800 ₹32,479.2 Lowest | 8,700 ₹36,226.8 |
Tender Value
₹5.8 L
EMD Value
₹14,470
Closing Date
18 Sept 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer
Nadathara GP 189/26-27 Royal garden roadconstruction ward 12
2026_LSGD_868061_1
19/AE/LSGD/NDA/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Nadathara GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,280
Yes
₹14,470
Yes
8 Oct 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
18 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1TILE PAVING | |||||
| 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. | 58.05 | 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. | 38.7 | cum | - | - |
| 1.003 | OD18161/2026-2027:Interlocking Concrete Block Pavement- Providing and Laying of Interlocking Concrete Block
Pavements having thickness 80 mm thickness, minimum strength M40 including providing a
layer of 6 mm aggregate for 50mm thickness, then laying interlock cobbles in lines and levels as
per the directions of the departmental officers at site inclusive of all cost and conveyance
charges etc. complete. (Modified MORTH 55.23) | 366.2 | 1 sqm | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 4.16 | cum | - | - |
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