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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | L1 | Accepted-AOC L1 bidder | |
| 2 | L2₹6.4 L+₹58,039.66 (9.90%)Rejected-AOC PUTHUSSERIPADY HOUSE KALYANAPATTA KANNIMARI P O 678103 | KANNIMARI | PALAKKAD | KERALA | 678103 | L2 | Rejected-AOC L2 bidder |
| Sl No | Description | Qty | Unit | TOMEY RAPHAEL L2 | SURESH M L1 |
|---|---|---|---|---|---|
| 1.00Rectification Works To Karippode Thara Field Canal Between Ch. 0/645 km and 0/780 km ( of the Straight canal portion) and Between Ch. 0/050 km and 0/080 km (of Right canal portion) | |||||
| 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. | 75 | sqm | 7.23 ₹542.25 | 6.6 ₹495 Lowest |
| 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 leaner mix ( including equivalent design mix) | 3.66 | cum | 1,212.46 ₹4,441.24 | 1,107.8 ₹4,057.87 Lowest |
| 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 27.99 | cum | 200.95 ₹5,624.59 | 182.98 ₹5,121.61 Lowest |
| 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 : 8 graded stone aggregate 40 nominal size) | 26.64 | cum | 6,187.65 ₹1,64,839 | 5,648 ₹1,50,462.72 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 338.84 | sqm | 301.2 ₹1,02,059.21 | 270 ₹91,487.34 Lowest |
| 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 : 6 graded stone aggregate 20 mm nominal size) | 31.2 | cum | 6,683.93 ₹2,08,538.62 | 6,101.3 ₹1,90,360.56 Lowest |
| 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) : 4 graded stone aggregate 20 mm nominal size) | 9.77 | cum | 7,204.06 ₹70,347.65 | 6,576.08 ₹64,215.42 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.68 | sqm | 301.2 ₹1,409.62 | 274.96 ₹1,286.81 Lowest |
| 1.01 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | 1.94 | cum | 8,181.24 ₹15,863.42 | 7,468 ₹14,480.45 Lowest |
Tender Value
₹8.3 L
EMD Value
₹20,656
Closing Date
10 Jul 2025, 5:00 pmClosed
Assistant Executive Engineer
O/o Assistant Executive Engineer Irrigation Sub Division NO.1 Chittur, Pin-678104
GENERAL-MODERNISATION OF FIELD CHANNELS -2025-2026-GPS- I - RBCRectification Works To Karippode Thara Field Canal (offtakes from Ch. 2/056 km LHS of Karippode branch canal) Between Ch. 0/645 km and 0/780 km ( of the Straight canal portion)
2025_Irrig_773853_1
IRR/PI/TR/3252/2025_5_2_1/1
Open Tender
Civil Works - Canal
Item Rate
270 days
Chittur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,825
Yes
₹20,656
Yes
17 Sept 2025
2 Jul 2025
15 Jul 2025
2 Jul 2025
10 Jul 2025
2 Jul 2025
Amount
Rectification Works To Karippode Thara Field Canal Between Ch. 0/645 km and 0/780 km ( of the Straight canal portion) and Between Ch. 0/050 km and 0/080 km (of Right canal portion)
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 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.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 : 8 graded stone aggregate 40 nominal size)
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 : 6 graded stone aggregate 20 mm nominal size)
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) : 4 graded stone aggregate 20 mm nominal size)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
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.
TOMEY RAPHAEL (BID ID -2245046)
Bidder Name
TOMEY RAPHAEL
SURESH M
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