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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAdmitted-Fee/PreQual/Technical/Finance HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | ₹26.2 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹26.3 L+₹10,245.86 (0.39%)Admitted-Fee/PreQual/Technical/Finance | ₹26.3 L+₹10,245.86 (0.39%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Hiran mohan L1 | Anoop PR L2 |
|---|---|---|---|---|---|
| 1.00Rectification of canal | |||||
| 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 | 3,780 | sqm | 18.12 ₹68,493.6 Lowest | 18.19 ₹68,758.2 |
| 1.00 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 48 | hour | 454.05 ₹21,794.4 Lowest | 455.83 ₹21,879.84 |
| 1.00 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 6 | Day | 1,077.96 ₹6,467.76 Lowest | 1,082.18 ₹6,493.08 |
| 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 | 368.55 | cum | 256.63 ₹94,580.99 Lowest | 257.63 ₹94,949.54 |
| 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) | 22.43 | cum | 1,548.37 ₹34,722.2 Lowest | 1,554.43 ₹34,858.09 |
| 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) | 198 | cum | 8,535.72 ₹16,90,072.56 Lowest | 8,569.14 ₹16,96,689.72 |
| 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 | 1,980 | sqm | 342.45 ₹6,78,051 Lowest | 343.79 ₹6,80,704.2 |
| 1.01 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | 3,190 | per cm depth per 1 m | 7.08 ₹22,585.2 Lowest | 7.11 ₹22,680.9 |
Tender Value
₹26.3 L
EMD Value
₹50,000
Closing Date
17 Sept 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer KIP LB Div No 5 Kollam
GENERAL-KIP (LB) Rectification 2025- Urgent Rectification of LB Main Canal between Ch.44850m to 45030m in Kareepra Gramapanchayath.-General Civil Work
2026_Irrig_868399_1
IRR/PII/TR/1563/2025_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Kareepra
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
19 Sept 2026
8 Sept 2026
19 Sept 2026
8 Sept 2026
17 Sept 2026
8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rectification of canal | |||||
| 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 | 3,780 | sqm | - | - |
| 1.002 | 60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 48 | hour | - | - |
| 1.003 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 6 | Day | - | - |
| 1.004 | 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 | 368.55 | cum | - | - |
| 1.005 | 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) | 22.43 | cum | - | - |
| 1.006 | 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) | 198 | cum | - | - |
| 1.007 | 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 | 1,980 | sqm | - | - |
| 1.008 | 5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints. | 3,190 | per cm depth per 1 m | - | - |
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