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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | R1₹6.2 LAccepted-AOC | R1 | Accepted-AOC Accepted | |
| 2 | R2₹6.3 LRejected-AOC | R2 | Rejected-AOC Rejected | |
| 3 | R3₹6.6 LRejected-AOC LSGD SECTION SOORANAD NORTH | KOTTAYAM | KERALA | 686001 | R3 | Rejected-AOC Rejected |
Tender Value
₹6.7 L
EMD Value
₹16,800
Closing Date
5 Nov 2019, 5:00 pmClosed
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_304564_2
27/AEE/KIP/KPY/2019-20
Open Tender
Civil Works - Canal
Item Wise
120 days
Sooranad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
Yes
online
₹16,800
Yes
17 Jan 2020
28 Oct 2019
7 Nov 2019
28 Oct 2019
5 Nov 2019
28 Oct 2019
Amount
Scheme 1: Rectification work between ch.4500.0m and 4545.0 m
od37577/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil for clearing the canal bed by desilting
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)
od37578/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od37579/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 2: rectification work between ch.4545 m and 4590 m
od37577/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil for clearing the canal bed by desilting
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)
od37578/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od37579/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 3: rectification work between ch.4590 m and 4635 m
od37577/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil for clearing the canal bed by desilting
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)
od37578/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od37579/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 4: rectification work between ch.4635 m and 4680 m
od37577/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil for clearing the canal bed by desilting
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)
od37578/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od37579/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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 5: rectification work between ch.4680 m and 5000 m
od37577/2019_2020/P2 : Earth work in rough excavation including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed in all kinds of soil for clearing the canal bed by desilting
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)
od37578/2019_2020/P2 : Cement concrete 1:4:7 using 20mm metal to lines and levels including proper compacting curing , watering etc. complete with all leads and lift etc. complete as per specification or as directed by Engineer in chaege
od37579/2019_2020/P2 : 9 mm cement plastering of mix : 1:3 (1 cement: 3 fine sand) including all cost of materials, labour charges etc complete (Average of 1:3, 6 mm thick and 1:3, 12mm thick)
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.
RAMAN PILLAI N
M FAIZAL
Bidder Name
M FAIZAL
RAMAN PILLAI N
SABU M
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