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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹96,537Accepted-AOC PUTHUSSERIPADY HOUSE KALYANAPATTA KANNIMARI P O 678103 | KANNIMARI | PALAKKAD | KERALA | 678103 | ₹96,537 Quoted ₹98,018.71 | L1 | Accepted-AOC Accepted |
| 2 | L2₹1.0 LRejected-AOC | ₹1.0 L | L2 | Rejected-AOC Accepted |
| Sl No | Description | Qty | Unit | TOMEY RAPHAEL L1 | P SUBRAMANIAN L2 |
|---|---|---|---|---|---|
| 1.00canal crossing | |||||
| 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) | 1.55 | cum | 7,060.27 ₹10,971.66 | 7,536.25 ₹11,711.33 |
| 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 | 1.55 | cum | 229.29 ₹356.32 | 244.5 ₹379.95 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 3.62 | cum | 7,425.71 ₹26,918.20 | 7,926.25 ₹28,732.66 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 5.7 | cum | 649.16 ₹3,697.62 | 692.5 ₹3,944.48 |
| 1.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 5.63 | cum | 7,444.47 ₹41,912.37 | 7,946.25 ₹44,737.39 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 9.2 | sqm | 343.68 ₹3,160.14 | 366.5 ₹3,369.97 |
| 1.01 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.54 | cum | 8,867.9 ₹4,788.67 | 9,465.5 ₹5,111.37 |
| 1.01 | 5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars | 62.1 | kilogram | 100.06 ₹6,213.73 | 106.5 ₹6,613.65 |
Updated dates
Tender Value
₹1.1 L
EMD Value
₹2,753
Closing Date
15 Nov 2025, 5:00 pmClosed
Executive Engineer
Irrigation Division, Chittur College PO, Palakkad
Construction of Canal Crossing near Pathanara
2025_Irrig_819116_1
IRR/PI/TR/6010/2025_5_2_1/1
Open Tender
Civil Works - Canal
60 days
BismiNagar-Kallukuathi-Pathanara, Kollengode
Please refer Tender documents.
11 documents required · 11 mandatory
₹555
Yes
₹2,753
Yes
27 Mar 2026
5 Nov 2025
17 Nov 2025
5 Nov 2025
15 Nov 2025
5 Nov 2025
5 Nov 2025 - 14 Nov 2025
Amount
canal crossing
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)
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
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
4.1.6: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 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
5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
P SUBRAMANIAN (BID ID -2438875)
Bidder Name
TOMEY RAPHAEL
P SUBRAMANIAN
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