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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | R1₹8.8 LAccepted-AOC | ₹8.8 L | R1 | Accepted-AOC Accept |
Tender Value
₹8.9 L
EMD Value
₹22,400
Closing Date
9 Dec 2019, 11:00 amClosed
Assistant Executive Engineer,KIP RB Sub Dn.No,26 K
Assistant Executive Engineer,KIP RB Sub Dn.No,26 Karunagappally
Rectification of Canal
2019_Irrig_305418_3
42/AEE/KIP/KPY/2019-20
Open Tender
Civil Works - Canal
120 days
Minagappally
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,000
Yes
online
₹22,400
Yes
3 Feb 2020
2 Dec 2019
10 Dec 2019
2 Dec 2019
9 Dec 2019
2 Dec 2019
Amount
SCHEME-1 RETAINING WALL(Rt side)
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
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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)
SCHEME-2 RETAINING WALL (Rt.side)
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 : 6 graded stone aggregate 40 mm nominal size)
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
SCHEME-3 RETAINING WALL
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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)
4.1.6 : 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 : 6 graded stone aggregate 40 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 : 4 graded stone aggregate 20 mm nominal size)
SCHEME-4 RETAINING WALL &OPEN CANAL
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
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 : 6 graded stone aggregate 40 mm nominal size)
Scheme-5- Canal Lining at Retaining wall area
2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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)
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 : 4 graded stone aggregate 20 mm nominal size)
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
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
SCHEME-6 OPEN CANALBetween Ch: 1600 m & 1860 m)
2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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)
od44460/2019_2020/P2 : Cement Concrete 1:4:7, using 20 mm metal to lines and levels including proper compacting ,curing , watering etc. complete with all leads and lift as per specification or as directed by the Engineer in charge.
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
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
SCHEME -7 (OPEN CANAL)
od44460/2019_2020/P2 : Cement Concrete 1:4:7, using 20 mm metal to lines and levels including proper compacting ,curing , watering etc. complete with all leads and lift as per specification or as directed by the Engineer in charge.
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
5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.
Bidder Name
RAMAN PILLAI N
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