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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | ₹4.0 L | L1 | Accepted-AOC AGREEMENT EXECUTED BETWEEN CONTRACTOR AND AE |
| 2 | L2₹4.2 LRejected-AOC | ₹4.2 L | L2 | Rejected-AOC HIGHER BID |
| Sl No | Description | Qty | Unit | Dileep Kumar C K L1 | PRASOON KV L2 |
|---|---|---|---|---|---|
| 1.00INTERLOCKING | |||||
| 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. | 88.78 | cum | 59.29 ₹5,264.06 | 62.41 ₹5,541.07 |
| 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. | 36.44 | cum | 2,105.17 ₹76,718.71 | 2,215.97 ₹80,756.59 |
| 1.00 | OD329346/2024-2025:Providing and laying of Interlocking Concrete Block Pavements having 80mm as per drawings and technical specification Clause 1504 ,Bedding with 6mm aggregate and filling joints with sand | 113.67 | sqm | 906.17 ₹1.0 L | 953.86 ₹1.1 L |
| 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 | 4.8 | cum | 442.7 ₹2,124.96 | 466 ₹2,236.80 |
| 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) | 23.85 | cum | 7,792.57 ₹1.9 L | 8,202.7 ₹2.0 L |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 3.49 | cum | 7,484.31 ₹26,135.21 | 7,878.22 ₹27,510.74 |
| 1.01 | OD329347/2024-2025:Supplying and fixing name board of size 75cmx45cm made with GI Plane sheets
1.25mm thick (clacc III) fitted with 35x35x4mm MS Angle 2Nos horizondallyand 3
Nos verticallyto make a frame for strenthening the GI Sheet, fitted 2Nos 32mm GI
Pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 ,
30cm X 30cmX30cm including cost and conveyance of all materials all labour charges
fabricating etc.completed | 1 | each | 3,236.95 ₹3,236.95 | 3,407.32 ₹3,407.32 |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
30 Jan 2025, 6:00 pmClosed
Prakash Babu M
Office of the Assistant Engineer LID EW Section
Annual Plan-PROJECT NO 594/24-25 CONSTRUCTION OF ASRAYA ROAD -WARD 18-PANOOR MUNICIPALITY-General Civil Work
2025_LSGD_727790_42
E1/13413/23
Open Tender
Civil Works - Roads
180 days
Office of the Assistant Engineer LID EW Section
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,588
Yes
11 Jun 2026
23 Jan 2025
3 Feb 2025
23 Jan 2025
30 Jan 2025
23 Jan 2025
Amount
INTERLOCKING
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.
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.
OD329346/2024-2025:Providing and laying of Interlocking Concrete Block Pavements having 80mm as per drawings and technical specification Clause 1504 ,Bedding with 6mm aggregate and filling joints with sand
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
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)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD329347/2024-2025:Supplying and fixing name board of size 75cmx45cm made with GI Plane sheets 1.25mm thick (clacc III) fitted with 35x35x4mm MS Angle 2Nos horizondallyand 3 Nos verticallyto make a frame for strenthening the GI Sheet, fitted 2Nos 32mm GI Pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 , 30cm X 30cmX30cm including cost and conveyance of all materials all labour charges fabricating etc.completed
PRASOON KV (BID ID -2083379)
Bidder Name
PRASOON KV
Dileep Kumar C K
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