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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC | ₹3.2 L | L1 | Accepted-AOC AGREEMENT EXECUTED BETWEEN CONTRACTOR AND AE |
| 2 | L2₹3.3 LRejected-AOC | ₹3.3 L | L2 | Rejected-AOC HIGHER BID |
| Sl No | Description | Qty | Unit | Dileep Kumar C K L1 | AMALJITH S 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. | 59.85 | cum | 63.08 ₹3,775.34 | 64.04 ₹3,832.79 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 19.95 | cum | 3,077.6 ₹61,398.12 | 3,124.47 ₹62,333.18 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 14.96 | cum | 3,452.03 ₹51,652.72 | 3,504.6 ₹52,439.33 |
| 1.00 | OD77053/2025-2026: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 | 176.88 | sqm | 987.68 ₹1.7 L | 1,002.72 ₹1.8 L |
| 1.00 | 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) | 3.39 | cum | 8,445.67 ₹28,664.60 | 8,574.28 ₹29,101.11 |
| 1.01 | OD77054/2025-2026: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 | 3,547.5 ₹3,547.50 | 3,601.52 ₹3,601.52 |
Tender Value
₹3.3 L
EMD Value
₹8,217
Closing Date
19 Aug 2025, 6:00 pmClosed
SUBEESH T
Office of the Assistant Engineer, LID EW Section, Panoor Municipality
Annual Plan-PROJECT NO 187/25-26 MARKET TO KEELOTH ROAD INTERLOCK-WARD 18-PANOOR MUNICIPALITY-General Civil Work
2025_LSGD_784987_20
AE/LSGD/PNR/10/2025
Open Tender
Civil Works - Roads
180 days
Office of Assistant Engineer, Panoor Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹725
Yes
₹8,217
Yes
12 Jun 2026
12 Aug 2025
21 Aug 2025
12 Aug 2025
19 Aug 2025
12 Aug 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
OD77053/2025-2026: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
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)
OD77054/2025-2026: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
AMALJITH S (BID ID -2295818)
Bidder Name
Dileep Kumar C K
AMALJITH S
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