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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC | L1 | Accepted-AOC R1- Lowest bidder | |
| 2 | L2₹6.7 L+₹13,956.59 (2.13%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹6.7 L+₹14,038 (2.14%)Rejected-AOC ASSALIPARAMBIL PAMPADY KOTTAYAM | KOTTAYAM | KERALA | 686001 | L3 | Rejected-AOC Rejected |
Tender Value
₹6.7 L
EMD Value
₹16,800
Closing Date
17 Oct 2019, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer, KIP (RB) Sub Division No.26, Karunagappally
Rectification work of Canal
2019_Irrig_305414_1
39/AEE/KIP/KPY/2019-20
Open Tender
Civil Works - Canal
Item Rate
120 days
Palamel
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
Yes
online
₹16,800
Yes
18 Feb 2020
3 Oct 2019
21 Oct 2019
3 Oct 2019
17 Oct 2019
3 Oct 2019
Amount
Scheme 1: rectification work between ch.3306 m m and 3350 m
od40006/2019_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
od40007/2019_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
od40008/2019_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. 3350 m and 3400 m
od40006/2019_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
od40007/2019_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
od40008/2019_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.3400 m and 3450 m
od40006/2019_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
od40007/2019_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
od40008/2019_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.3450 m and 3490 m
od40006/2019_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
od40007/2019_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
od40008/2019_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.
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)
Scheme 5 : rectification work between ch.3490 m and 3645 m
od40006/2019_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
od40016/2019_2020/P2 : Dry rubble packing using hard granite blasted rubble including cost and conveyance of all materials and all labour charges etc. complete.)
od40007/2019_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
od40008/2019_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.
SHAJAHAN E
Bidder Name
SHAJAHAN E
M R PUSHPAKUMAR
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