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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.4 L+₹166.46 (0.07%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | SASI R L1 | DEEPTI AJAYKUMAR L2 |
|---|---|---|---|---|---|
| 1.00TILE PAVING | |||||
| 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. | 25.5 | cum | 64.61 ₹1,647.56 | 15 ₹382.5 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. (ii) Using Gravel mix soil. | 17 | cum | 2,340.73 ₹39,792.41 | 2,300 ₹39,100 Lowest |
| 1.00 | OD501563/2025-2026: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) | 150.2 | 1 sqm | 1,129.32 ₹1,69,623.86 Lowest | 1,150 ₹1,72,730 |
| 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) | 3.02 | cum | 9,011.92 ₹27,170.94 | 9,000 ₹27,135 Lowest |
| 1.00 | OD84957/2026-2027:Providing and erecting Name Board of made of 2mm thick M.S. Sheet painted with required letters, figures with epoxy paint Supported and welded on two nos. 47mm X 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm*5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 300mm * 300mm*400mm , 400mm below ground level as per approved drawing and Technical Specification (10.3.B Mod) | 0.49 | sqm | 3,939.08 ₹1,922.27 | 2,000 ₹976 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,372
Closing Date
18 Sept 2026, 11:00 amClosed
Assistant Engineer
Assistant Engineer
Nadathara GP 27/26-27 Eravimangalam Padinjattumuri Bhagavathy lane bylane construction ward 18
2026_LSGD_868027_1
17/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
₹565
Yes
₹6,372
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 (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. | 25.5 | 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. (ii) Using Gravel mix soil. | 17 | cum | - | - |
| 1.003 | OD501563/2025-2026: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) | 150.2 | 1 sqm | - | - |
| 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) | 3.02 | cum | - | - |
| 1.005 | OD84957/2026-2027:Providing and erecting Name Board of made of 2mm thick M.S. Sheet painted with required letters, figures with epoxy paint Supported and welded on two nos. 47mm X 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm*5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 300mm * 300mm*400mm , 400mm below ground level as per approved drawing and Technical Specification (10.3.B Mod) | 0.49 | sqm | - | - |
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