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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-Finance | L1 | Accepted-Finance LOWEST BIDDER | |
| 2 | L2₹9.2 L+₹28,354.69 (3.18%)Accepted-Finance | L2 | Accepted-Finance 2nd LOWEST BIDDER |
| Sl No | Description | Qty | Unit | C MUKUNDAN L1 | K. JAYARAJ L2 |
|---|---|---|---|---|---|
| 1.00TD CADA between ch.0/000-0/650km | |||||
| 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) | 27.6 | cum | 1,172.04 ₹32,348.3 Lowest | 1,209.35 ₹33,378.06 |
| 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 | 50.84 | cum | 194.25 ₹9,875.67 Lowest | 200.44 ₹10,190.37 |
| 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) | 48.66 | cum | 5,981.4 ₹2,91,054.92 Lowest | 6,171.79 ₹3,00,319.3 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 263.99 | sqm | 291.16 ₹76,862.75 Lowest | 300.43 ₹79,309.91 |
| 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) | 51.26 | cum | 6,461.13 ₹3,31,197.52 Lowest | 6,666.79 ₹3,41,739.66 |
| 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) | 6.26 | cum | 6,963.92 ₹43,566.28 Lowest | 7,185.58 ₹44,952.99 |
| 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 | 121.93 | kg | 84.1 ₹10,254.48 Lowest | 86.78 ₹10,581.26 |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 0.9 | cum | 7,359.66 ₹6,623.69 Lowest | 7,593.92 ₹6,834.53 |
| 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 | 322 | sqm | 259.22 ₹83,468.84 Lowest | 267.47 ₹86,125.34 |
Tender Value
₹11.8 L
EMD Value
₹29,535
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-Kurungod palam CADA canal- Rectification of Chenganayur no.1 branch TD CADA in Mathur Grama Panchayath-General Civil Work
2025_Irrig_783655_1
IRR/PI/TR/4244/2025_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
365 days
Chenganiyur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹29,535
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
TD CADA between ch.0/000-0/650km
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
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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 -2290516)
Bidder Name
K. JAYARAJ
C MUKUNDAN
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