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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.1 L+₹49,594.50 (10.8%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | K.A.Gopikumar L1 | P.R.Narayanan L2 |
|---|---|---|---|---|---|
| 1.00INTERLOCK TILES | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 200 | sqm | 20 ₹4,000 Lowest | 25 ₹5,000 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 33 | cum | 4,000 ₹1,32,000 Lowest | 4,500 ₹1,48,500 |
| 1.00 | OD137325/2024-2025:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum
strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock
cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost &
conveyance charges etc. complete. ( Morth 55.22 modified) | 200 | per sqm | 1,340 ₹2,68,000 Lowest | 1,500 ₹3,00,000 |
| 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) | 5.66 | cum | 10,000 ₹56,550 Lowest | 10,000 ₹56,550 Lowest |
| 1.00 | OD137353/2024-2025::Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 1.89 | cum | 350 ₹661.5 Lowest | 400 ₹756 |
Tender Value
₹4.2 L
EMD Value
₹10,519
Closing Date
3 Jun 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISSTANT ENGINEER
OFFICE OF THE ASSISTANT EXECUTIVE ENGINEER LID AND EW IRINJALAKUDA MUNICIPALITY
Annual Plan-Irinjalakuda Municipality 2025-2026 Bus stand A K P junction road in front of Sunny silks tile laying wards 23 24
2025_LSGD_766183_1
239/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
IRINJALAKUDA
Please refer Tender documents.
7 documents required · 7 mandatory
₹930
Yes
₹10,519
Yes
27 Sept 2025
26 May 2025
4 Jun 2025
26 May 2025
3 Jun 2025
26 May 2025
Amount
INTERLOCK TILES
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead
OD137325/2024-2025:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. ( Morth 55.22 modified)
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)
OD137353/2024-2025::Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
P.R.Narayanan (BID ID -2219363)
Bidder Name
K.A.Gopikumar
P.R.Narayanan
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