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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC GOPIKA BHAVAN MARUTHAMONPPALLY POOYAPPALLY P O | THIRUVANANTHAPURAM | KERALA | 695001 | L1 | Accepted-AOC L1 accepted | |
| 2 | L2₹11.3 L+₹17,171.71 (1.54%)Rejected-AOC RIYAS MANZIL VELICHIKALA PO KOLLAM | L2 | Rejected-AOC L2 rejected | |
| 3 | L3₹12.1 L+₹93,849.52 (8.41%)Rejected-AOC | L3 | Rejected-AOC L3 rejected | |
| 4 | L4₹12.2 L+₹1.1 L (9.66%)Rejected-AOC | L4 | Rejected-AOC L4 rejected |
| Sl No | Description | Qty | Unit | H ANZAR L3 | RIYAS H L2 | RAJEEVKUMAR S L4 | RENJITH G L1 |
|---|---|---|---|---|---|---|---|
| 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. | 960 | sqm | 6 ₹5,760 Lowest | 8 ₹7,680 | 9 ₹8,640 | 7.6 ₹7,296 |
| 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 | 59.51 | cum | 232 ₹13,807.02 | 220 ₹13,092.86 | 230 ₹13,687.99 | 211.26 ₹12,572.72 Lowest |
| 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) | 2.44 | cum | 2,402 ₹5,868.09 | 1,300 ₹3,175.9 | 1,400 ₹3,420.2 | 1,274.63 ₹3,113.92 Lowest |
| 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) | 94.51 | cum | 7,738 ₹7,31,333.86 | 7,200 ₹6,80,486.4 | 8,000 ₹7,56,096 | 7,100 ₹6,71,035.2 Lowest |
| 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 | 1,432 | sqm | 309 ₹4,42,488 | 292 ₹4,18,144 | 300 ₹4,29,600 | 287.5 ₹4,11,700 Lowest |
| 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. | 1,825.8 | per cm depth per 1 m | 6 ₹10,954.8 | 6 ₹10,954.8 | 7 ₹12,780.6 | 5.83 ₹10,644.41 Lowest |
Tender Value
₹13.4 L
EMD Value
₹33,580
Closing Date
14 Aug 2026, 6:00 pmClosed
Executive Engineer
o/o the Executive Engineer KIP LB Div no 5 kollam
GENERAL Rectification Works KIP LB Kottiyam Branch Canal Urgent rectification of Kottiyam Branch Canal from Ch 10260 m to Ch 10490 m General Civil Work
2026_Irrig_863966_1
IRR/PII/TR/2803/2025_5_2_1
Open Tender
Civil Works - Others
Item Rate
kottiyam
please refer tender documents
10 documents required · 10 mandatory
₹2,760
Yes
₹33,580
Yes
10 Sept 2026
3 Aug 2026
18 Aug 2026
3 Aug 2026
14 Aug 2026
3 Aug 2026
3 Aug 2026 - 14 Aug 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) | 0.8 | 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 | - | 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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