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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.9 LAccepted-Finance | L1 | Accepted-Finance Bids are in proper | |
| 2 | L2₹18.3 L+₹44,016.34 (2.46%)Accepted-Finance MANIMANGALATHU PALACKAL THEVALAKKARA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | L2 | Accepted-Finance Bids are in proper |
| Sl No | Description | Qty | Unit | ANIL KUMAR S L2 | Kollam progressive labour contract co-operative society Ltd No Q1231,vengai (PO)sasthamcotta L1 |
|---|---|---|---|---|---|
| 1.00Appendix 1-Chavara Distributary | |||||
| 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 | 54.6 | cum | 247.87 ₹13,533.7 | 241.91 ₹13,208.29 Lowest |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 14.74 | cum | 2,421.56 ₹35,688.95 | 2,363.4 ₹34,831.79 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) | 46 | cum | 8,244.46 ₹3,79,278.14 | 8,046.42 ₹3,70,167.51 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 | 681.2 | sqm | 330.76 ₹2,25,313.71 | 322.82 ₹2,19,904.98 Lowest |
| 1.00 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 5.62 | sqm | 158.61 ₹890.75 | 154.8 ₹869.36 Lowest |
| 2.00Appendix 2-Kizhakkekkara Minor1 Distributary | |||||
| 2.00 | 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 | 95.7 | cum | 247.87 ₹23,721.16 | 241.91 ₹23,150.79 Lowest |
| 2.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 20.82 | cum | 2,421.56 ₹50,428.99 | 2,363.4 ₹49,217.81 Lowest |
| 2.00 | 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) | 83.7 | cum | 8,244.46 ₹6,90,086.04 | 8,046.42 ₹6,73,509.49 Lowest |
Tender Value
₹19.0 L
EMD Value
₹47,625
Closing Date
22 Sept 2026, 6:00 pmClosed
Executive Engineer
Executive Engineer KIPLB Div No.5 Kollam
GENERAL-Budget work 2025-26 - KIP(RB)- Rectification of Chavara distributary between chainage 8570m and 8674m, Kizhakkekkara Minor 1 Distributary between ch 130m and 300m, ch 700 m and 1012.50m in Mynagapally GP -General Civil Work
2026_Irrig_868988_1
IRR/PII/TR/2445/2025_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Mynagappally
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹47,625
Yes
30 Sept 2026
10 Sept 2026
24 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
10 Sept 2026 - 22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix 1-Chavara Distributary | |||||
| 1.001 | 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 | 54.6 | cum | - | - |
| 1.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 14.74 | cum | - | - |
| 1.003 | 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) | 46 | cum | - | - |
| 1.004 | 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 | 681.2 | sqm | - | - |
| 1.005 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 5.62 | sqm | - | - |
| 2Appendix 2-Kizhakkekkara Minor1 Distributary | |||||
| 2.001 | 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 | 95.7 | cum | - | - |
| 2.002 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 20.83 | cum | - | - |
| 2.003 | 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) | 83.7 | cum | - | - |
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