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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAdmitted-Fee/PreQual/Technical/Finance KOLLAM | PATHANAMTHITTA | KERALA | 689694 | ₹14.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹16.1 L+₹1.5 L (10.6%)Admitted-Fee/PreQual/Technical/Finance 22045 R 100 M S PANJIPILLAI GINDADA P O KERALA | IDUKKI | KERALA | 685501 | ₹16.1 L+₹1.5 L (10.6%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | baiju L2 | POURNAMI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|
| 1.00Rectification work | |||||
| 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 | 4,100 | sqm | 17 ₹69,700 | 15 ₹61,500 Lowest |
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 20 | each | 510 ₹10,200 | 500 ₹10,000 Lowest |
| 1.00 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 1 | each | 2,370 ₹2,370 | 2,300 ₹2,300 Lowest |
| 1.00 | OD32610/2024-2025:Desilting canal by mechanical/ manual means including removal of earth/debris, not exceeding 30cm in depth and disposal of excavated earth/ debris, lead up to 50 m and lift up to 2 m, disposed soil to be levelled and neatly dressed as directed by the departmental officer at the site. | 690 | sqm | 45 ₹31,050 | 40 ₹27,600 Lowest |
| 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 | 166.05 | cum | 238 ₹39,519.9 | 225 ₹37,361.25 Lowest |
| 1.01 | 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) | 9 | cum | 1,442 ₹12,978 | 1,300 ₹11,700 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 33.05 | sqm | 358 ₹11,830.11 | 350 ₹11,565.75 Lowest |
| 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) | 113.93 | cum | 7,952 ₹9,05,963.41 | 7,000 ₹7,97,503 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 | 1,651.2 | sqm | 318 ₹5,25,081.6 | 300 ₹4,95,360 Lowest |
Tender Value
₹17.4 L
EMD Value
₹43,378
Closing Date
16 Sept 2026, 6:00 pmClosed
Executive Engineer
KIP (RB) Div 2, Kottarakkara
GENERAL Urgent Rectification work KIP LB Urgent leak rectification works of Padinjattinkara distributary between ch 0m and 2950m in Veliyam GP General Civil Work 1
2026_Irrig_868174_1
IRR/PII/TR/2239/2024_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
360 days
Pooyappalli
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹43,378
Yes
19 Sept 2026
7 Sept 2026
18 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification work | |||||
| 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 | 4,100 | sqm | - | - |
| 1.002 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 20 | each | - | - |
| 1.003 | 2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth | 1 | each | - | - |
| 1.004 | OD32610/2024-2025:Desilting canal by mechanical/ manual means including removal of earth/debris, not exceeding 30cm in depth and disposal of excavated earth/ debris, lead up to 50 m and lift up to 2 m, disposed soil to be levelled and neatly dressed as directed by the departmental officer at the site. | 690 | sqm | - | - |
| 1.005 | 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 | 166.05 | cum | - | - |
| 1.006 | 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) | 9 | cum | - | - |
| 1.007 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 33.05 | sqm | - | - |
| 1.008 | 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) | 113.93 | cum | - | - |
| 1.009 | 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 | 1,651.2 | sqm | - | - |
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