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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-Finance | L1 | Accepted-Finance LOWEST BIDDER | |
| 2 | L2₹6.6 L+₹28,689.02 (4.55%)Accepted-Finance | L2 | Accepted-Finance 2nd LOWEST BIDDER |
| Sl No | Description | Qty | Unit | C MUKUNDAN L1 | K. JAYARAJ L2 |
|---|---|---|---|---|---|
| 1.00Field channel of sl.29 between ch.0/00-0/200 km | |||||
| 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. | 332 | sqm | 6.93 ₹2,300.76 Lowest | 7.25 ₹2,407 |
| 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) | 9.96 | cum | 1,162.71 ₹11,580.59 Lowest | 1,215.56 ₹12,106.98 |
| 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 | 36.52 | cum | 192.71 ₹7,037.77 Lowest | 201.47 ₹7,357.68 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 27.39 | cum | 5,933.8 ₹1,62,526.78 Lowest | 6,203.52 ₹1,69,914.41 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 378.46 | sqm | 288.85 ₹1,09,318.17 Lowest | 301.98 ₹1,14,287.35 |
| 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) | 36.52 | cum | 6,409.72 ₹2,34,082.97 Lowest | 6,701.07 ₹2,44,723.08 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 4.84 | cum | 6,908.51 ₹33,430.28 Lowest | 7,222.53 ₹34,949.82 |
| 1.01 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars | 85.4 | kg | 83.43 ₹7,124.76 Lowest | 87.22 ₹7,448.41 |
| 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 | 232.4 | sqm | 257.15 ₹59,761.66 Lowest | 268.84 ₹62,478.42 |
Tender Value
₹8.4 L
EMD Value
₹21,094
Closing Date
16 Aug 2025, 2:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, LBC Sub Division, Malampuzha Project, Tharekkad, Palakkad Head Post Office Pin 678001
LAC-ADS-Mathur Padam CADA canal- Rectification of field channel from sluice no. 29 of Peringotukurissi canal in Mathur Grama Panchyath.-General Civil Work
2025_Irrig_783639_1
IRR/PI/TR/4241/2025_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
365 days
Mathur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,860
₹21,094
Yes
26 Aug 2025
7 Aug 2025
19 Aug 2025
7 Aug 2025
16 Aug 2025
7 Aug 2025
7 Aug 2025 - 15 Aug 2025
Amount
Field channel of sl.29 between ch.0/00-0/200 km
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
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)
2.6.1: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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
K. JAYARAJ (BID ID -2290523)
Bidder Name
K. JAYARAJ
C MUKUNDAN
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