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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹50,167Accepted-AOC KERALA KL | ₹50,167 | 1 | Accepted-AOC AGREEMENT EXECUTED |
| 2 | 2₹50,223+₹56 (0.11%)Rejected-AOC KERALA KL | IDUKKI | KERALA | 685501 | ₹50,223+₹56 (0.11%) | 2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | SHANAVAS P K L1 | UMARUL FARIS P K L2 |
|---|---|---|---|---|---|
| 1.00Footpath | |||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 9.8 | cum | 236.63 ₹2,319.45 Lowest | 240 ₹2,352.48 |
| 1.00 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 4.32 | cum | 906.44 ₹3,912.2 Lowest | 910 ₹3,927.56 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.18 | cum | 8,483.41 ₹43,935.58 Lowest | 8,485 ₹43,943.82 |
Tender Value
₹50,167
EMD Value
₹1,254
Closing Date
10 Mar 2026, 2:00 pmClosed
ASSISTANT ENGINEER
LID EW SECTION THAMARASSERY GP
CHENIYARAMANN MURINGAPURAYIL IDAVAZHI IN THAMARASSERY GP
2026_LSGD_842161_27
AE/LSGD/TSY/08/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
THAMARASSERY
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹1,254
Yes
15 Sept 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Footpath | |||||
| 1.001 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 9.8 | cum | - | - |
| 1.002 | 51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 4.32 | cum | - | - |
| 1.003 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.18 | cum | - | - |
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