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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-Finance RIYAS MANZIL VELICHIKALA PO KOLLAM | L1 | Accepted-Finance L1 | |
| 2 | L2₹10.5 L+₹68,766 (7.04%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹10.9 L+₹1.1 L (11.5%)Accepted-Finance HIMAHIRANS POCHAKONAM EZHUKONE PO KOLLAM | L3 | Accepted-Finance L3 | |
| 4 | L4₹11.2 L+₹1.4 L (14.2%)Accepted-Finance GOPIKA BHAVAN MARUTHAMONPPALLY POOYAPPALLY P O | THIRUVANANTHAPURAM | KERALA | 695001 | L4 | Accepted-Finance L4 |
| Sl No | Description | Qty | Unit | Hiran mohan L3 | RIYAS H L1 | RAJEEVKUMAR S L2 | RENJITH G L4 |
|---|---|---|---|---|---|---|---|
| 1.00Canal relining | |||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 845 | sqm | 8.76 ₹7,402.2 | 7 ₹5,915 Lowest | 9 ₹7,605 | 8.97 ₹7,579.65 |
| 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 | 106.47 | cum | 243.46 ₹25,921.19 | 218 ₹23,210.46 Lowest | 240 ₹25,552.8 | 249.41 ₹26,554.68 |
| 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) | 3.73 | cum | 1,468.94 ₹5,471.8 | 1,320 ₹4,917 Lowest | 1,400 ₹5,215 | 1,504.84 ₹5,605.53 |
| 1.00 | 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) | 79.86 | cum | 8,097.84 ₹6,46,717.8 | 7,283 ₹5,81,642.23 Lowest | 7,800 ₹6,22,931.4 | 8,295.78 ₹6,62,525.88 |
| 1.00 | 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 | 1,210.04 | sqm | 324.88 ₹3,93,117.8 | 291 ₹3,52,121.64 Lowest | 310 ₹3,75,112.4 | 332.82 ₹4,02,725.51 |
| 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. | 1,557.3 | per cm depth per 1 m | 6.72 ₹10,465.06 | 5.9 ₹9,188.07 Lowest | 6 ₹9,343.8 | 6.88 ₹10,714.22 |
Tender Value
₹11.5 L
EMD Value
₹28,812
Closing Date
18 Jul 2026, 3:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, KIP LB Subdivision No 19 Kottiyam
GENERAL KIP LB Kottiyam Branch Canal Rectification of canal in between Ch 9600 m and Ch 9990 m of Kottiyam Branch Canal in Thrikkovilvattom grama panchayath General Civil Work
2026_Irrig_859246_2
IRR/PII/TR/5861/2024_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
240 days
Kannanalloor
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹28,812
Yes
27 Jul 2026
15 Jul 2026
20 Jul 2026
15 Jul 2026
18 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Canal relining | |||||
| 1.001 | 2.32:Clearing grass and removal of the 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 | 1 | 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 | 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) | 0.2 | cum | - | - |
| 1.005 | 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 | sqm | - | - |
| 1.006 | 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. | 1 | per cm depth per 1 m | - | - |
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