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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.9 LAccepted-AOC | L1 | Accepted-AOC Being L1 bidder | |
| 2 | L2₹28.2 L+₹3.3 L (13.1%)Rejected-AOC ORUMBIKUNNIL THURUTHICADU P O MALLAPPALLY PATHANAMTHITTA 689597 | MALLAPPALLY | PATHANAMTHITTA | KERALA | 689597 | L2 | Rejected-AOC Being L2 bidder |
| Sl No | Description | Qty | Unit | SRI SASTHA CONSTRUCTION L1 | O.M MATHEW L2 |
|---|---|---|---|---|---|
| 1.00Rectification to Laha distributary | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 2,180 | sqm | 13.52 ₹29,473.6 Lowest | 15.27 ₹33,288.6 |
| 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 | 282.64 | cum | 191.56 ₹54,142.52 Lowest | 215 ₹60,767.6 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 45.99 | cum | 1,890.14 ₹86,927.54 Lowest | 2,135 ₹98,188.65 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 48 | cum | 1,155.82 ₹55,479.36 Lowest | 1,305 ₹62,640 |
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 1,485 | sqm | 42.01 ₹62,384.85 Lowest | 47 ₹69,795 |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 8.16 | cum | 5,898.62 ₹48,132.74 Lowest | 7,000 ₹57,120 |
| 1.01 | 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) | 86.1 | cum | 6,867.64 ₹5,91,303.8 | 6,665 ₹5,73,856.5 Lowest |
| 1.01 | 50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete | 5,377 | sqm | 255.63 ₹13,74,522.51 Lowest | 304 ₹16,34,608 |
| 1.01 | 60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand). | 32.19 | cum | 4,182.67 ₹1,34,652.7 Lowest | 5,186 ₹1,66,952.9 |
Tender Value
₹33.7 L
EMD Value
₹50,000
Closing Date
27 Jan 2026, 2:00 pmClosed
Executive engineer
Executive engineer PIP Division Chengannur
Rectification works to Laha distributary of Malakkara branch canal between ch 0m to 2180m
2026_Irrig_828618_1
IRR/PII/TR/6911/2023_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
PIP Division Chengannur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
14 May 2026
17 Jan 2026
29 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
Rectification to Laha distributary
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
60.7.9:RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand).
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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