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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.9 LAccepted-AOC | 1 | Accepted-AOC Lowest bid accepted | |
| 2 | 2₹2.1 L+₹825 (0.40%)Rejected-AOC | 2 | Rejected-AOC Second lowest bid rejected |
| Sl No | Description | Qty | Unit | VARUGHESE KUNNUMPURATHU CHERIAN L1 | NANDU T M L2 |
|---|---|---|---|---|---|
| 1.00Reconstruction of side wall of culvert - Maramon Branch Canal at Ch. 1100m | |||||
| 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 | 40 | sqm | 20 ₹800 Lowest | 21 ₹840 |
| 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 | 6.65 | cum | 283 ₹1,881.95 Lowest | 285 ₹1,895.25 |
| 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) | 0.34 | cum | 1,709.87 ₹581.36 Lowest | 1,710 ₹581.4 |
| 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 | 5.52 | cum | 2,796.2 ₹15,443.41 Lowest | 2,800 ₹15,464.4 |
| 1.00 | 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). | 3.31 | cum | 6,791.77 ₹22,473.97 Lowest | 6,800 ₹22,501.2 |
| 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) | 0.64 | cum | 8,726.17 ₹5,584.75 Lowest | 8,730 ₹5,587.2 |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 11.7 | cum | 9,426 ₹1,10,265.35 Lowest | 9,450 ₹1,10,546.1 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 38.74 | sqm | 424.77 ₹16,455.59 Lowest | 430 ₹16,658.2 |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 11.04 | sqm | 440.52 ₹4,863.34 Lowest | 450 ₹4,968 |
Tender Value
₹1.9 L
EMD Value
₹4,646
Closing Date
13 Mar 2026, 6:00 pmClosed
Asst. Executive Engineer
PIP Sub Division, Kozhencherry-P.O, Pathanamthitta Dist. PIN-689641
Rectify the damaged canal lining
2026_Irrig_844998_1
IRR/PII/TR/669/2026_5_2_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Kozhencherry
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,646
Yes
23 Jul 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
13 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Reconstruction of side wall of culvert - Maramon Branch Canal at Ch. 1100m | |||||
| 1.001 | 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 | - | sqm | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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). | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.008 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.009 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 1 | sqm | - | - |
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