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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC ERINJAD GRAMA PANCHAYATH | ₹5.3 L | L1 | Accepted-AOC Lowest tender accepted |
| 2 | L2₹5.3 L+₹1,613.91 (0.30%)Rejected-AOC | ₹5.3 L+₹1,613.91 (0.30%) | L2 | Rejected-AOC Lowest tender accepted |
| 3 | L3₹6.0 L+₹69,489.42 (13.0%)Rejected-Finance | ₹6.0 L+₹69,489.42 (13.0%) | L3 | Rejected-Finance L1 L2 Accepted L3 L4 REJECTED |
| 4 | L4₹6.2 L+₹86,959.27 (16.3%)Rejected-Finance | ₹6.2 L+₹86,959.27 (16.3%) | L4 | Rejected-Finance L1 L2 Accepted L3 L4 REJECTED |
Tender Value
₹5.7 L
EMD Value
₹8,540
Closing Date
12 Nov 2021, 5:00 pmClosed
Assistant Engineer
O/O Assistant Engineer LSGD Section Eriyad GP
Abdukunju master road tiling ward 6
2021_LSGD_450518_1
14/AE/LSGD/ERYD/2021-22
Open Tender
Civil Works - Roads
Item Rate
120 days
Eriyad GP
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,138
Yes
₹8,540
Yes
19 Jan 2022
3 Nov 2021
17 Nov 2021
3 Nov 2021
12 Nov 2021
3 Nov 2021
Amount
Tile road ( MorD)
3.14 : Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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. <br>(ii) Using Gravel mix soil.
od1326780/2021_2022 : Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Clause 1504.(by using 6mm metal)
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, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
DILSHAD P.I
ROY MON K E
lenscon engineers and contractors private limited
Bidder Name
JOSEPH K P
ROY MON K E
lenscon engineers and contractors private limited
DILSHAD P.I
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