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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹3.6 LAccepted-AOC | 1st | Accepted-AOC Accepeted Bidder | |
| 2 | 2nd₹3.8 L+₹14,697 (4.04%)Rejected-AOC | 2nd | Rejected-AOC 2ND BIDDER | |
| 3 | Rejected-Technical MUKALEL HOUSE KUMILY | IDUKKI | KERALA | 685501 | - | Rejected-Technical 3rd Bidder | |
| 4 | Rejected-Technical MADAPALLIKUNNEL H POONJAR | - | Rejected-Technical 4th Bidder |
| Sl No | Description | Qty | Unit | SAJI M M L4 | Archetec Constructions L2 | Axis Builders L1 | Jomy Mathew L3 |
|---|---|---|---|---|---|---|---|
| 1.00Side concreting | |||||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 54.93 | cum | 10 ₹549.3 Lowest | 49.73 ₹2,731.67 | 62.1 ₹3,411.15 | 51 ₹2,801.43 |
| 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) | 54.93 | cum | 7,650 ₹4,20,214.5 | 6,834.93 ₹3,75,442.7 | 6,555 ₹3,60,066.15 Lowest | 7,211 ₹3,96,100.23 |
Tender Value
₹5.1 L
EMD Value
₹12,707
Closing Date
9 Mar 2026, 11:00 amClosed
Assistant Engineer
Office of Assistant Engineer Thidanadu GP
Project No.290/25-26 Thidanad ponthanal karimbanoli road maintenance IInd reach in ward 5 of Thidanad G.P
2026_LSGD_842160_3
TEN06/AE/LID-EW/THND/20252026
Open Tender
Civil Works - Roads
Item Rate
Thidanadu GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,125
Yes
₹12,707
Yes
3 Jun 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side concreting | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 1 | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
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