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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.4 LAccepted-AOC NEDUMBASSERY P O ERNAKULAM DIST | ERNAKULAM | KERALA | 683585 | L1 | Accepted-AOC L1 | |
| 2 | L2₹9.0 L+₹58,206.79 (6.92%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹7.8 L
EMD Value
₹19,477
Closing Date
1 Jul 2024, 6:00 pmClosed
Assistant Engineer LID EW Chengamanad Gramapanc
O/o Assistant Engineer,LID EW Chengamanad Grama
GENERAL-Annual Plan-CHMD GP 24-25 Puthuvassery Kottayi Road side Concrete and Interlocking Tile Ward 6-Project No. 50/2024-General Civil Work
2024_LSGD_677471_1
03/AE/Tender/2024-2025
Open Tender
Civil Works - Roads
Item Rate
180 days
O/o Assistant Engineer, LID EW Chengamanad Grama
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,720
₹19,477
Yes
25 Nov 2024
24 Jun 2024
3 Jul 2024
24 Jun 2024
1 Jul 2024
24 Jun 2024
Amount
Road formatiom Raising of interlocking tile
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD15129/2024-2025:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin- charge.
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)
Side concreting
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
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)
JOSHI A.N.
Bidder Name
SANILKUMAR.A.G
JOSHI A.N.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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