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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC PUTHUSSERIPADY HOUSE KALYANAPATTA KANNIMARI P O 678103 | KANNIMARI | PALAKKAD | KERALA | 678103 | ₹2.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.3 LRejected-AOC MARUTHADIKALAM KOOMANKADU THATHAMANGALAM PALAKKAD | PALAKKAD | KERALA | 678001 | ₹2.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹2.3 LRejected-AOC | ₹2.3 L | L3 | Rejected-AOC L3 |
| 4 | L4₹2.6 LRejected-AOC | ₹2.6 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | TOMEY RAPHAEL L1 | M.K.SARVADHAMANAN L2 | JAYAKRISHNAN.M V L3 | P.SACHIDANANTHAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00WORK | |||||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 28.8 | sqm | 15.28 ₹440.06 | 16.14 ₹464.83 | 16.23 ₹467.42 | 20 ₹576 |
| 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 | 24.16 | cum | 216.41 ₹5,228.47 | 228.62 ₹5,523.46 | 229.91 ₹5,554.63 | 300 ₹7,248 |
| 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) | 4.8 | cum | 6,663.63 ₹31,985.42 | 7,039.65 ₹33,790.32 | 7,079.31 ₹33,980.69 | 8,000 ₹38,400 |
| 1.00 | 60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 17.08 | cum | 3,354.51 ₹57,295.03 | 3,543.8 ₹60,528.10 | 3,563.76 ₹60,869.02 | 4,500 ₹76,860 |
| 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) | 7.76 | cum | 7,198.08 ₹55,857.10 | 7,604.25 ₹59,008.98 | 7,647.1 ₹59,341.50 | 8,500 ₹65,960 |
| 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) | 2.64 | cum | 7,758.21 ₹20,481.67 | 8,196 ₹21,637.44 | 8,242.18 ₹21,759.36 | 8,300 ₹21,912 |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 55.2 | sqm | 266.54 ₹14,713.01 | 281.58 ₹15,543.22 | 283.17 ₹15,630.98 | 300 ₹16,560 |
| 1.01 | 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. | 102 | cum | 267.51 ₹27,286.02 | 282.61 ₹28,826.22 | 284.2 ₹28,988.40 | 284.2 ₹28,988.40 |
Tender Value
₹2.5 L
EMD Value
₹6,348
Closing Date
9 Feb 2026, 5:00 pmClosed
Executive Engineer
O/o The Executive Engineer Irrigation Division Chittur
Clearing the site PCC 1.4.8 DR Packing CC 1.2.4 Plastering etc
2026_Irrig_832037_1
IRR/PI/TR/178/2026_5_1_1/1
Open Tender
Civil Works - Canal
60 days
Kannimari
Please refer Tender documents.
11 documents required · 11 mandatory
₹560
₹6,348
Yes
7 Mar 2026
30 Jan 2026
11 Feb 2026
30 Jan 2026
9 Feb 2026
31 Jan 2026
31 Jan 2026 - 3 Feb 2026
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
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)
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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.
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