Kip Rbsub Dn . 26 Knply-Rectification Work Of Nediyapadam North Distributory Betwee Ch . 1700 M To 2500 M Rectification Work Of Canal
Tender Value
6.69 Lakhs
Estimated cost
Bid Submission
20 Nov 2019
0 days left
EMD
16800
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sooranad → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Kip Rbsub Dn . 26 Knply-Rectification Work Of Nediyapadam North Distributory Betwee Ch . 1700 M To 2500 M Rectification Work Of Canal
BOQ
| Work Name:SDRF-KIP(RB)Sub Dn.26 knply-Rectification works of Nediyapadam North distributory between ch:1700 m and Ch:2500 m. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Scheme 1: rectification work between ch.1700 m and 2285 m m | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | od36817/2019_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 desiltingas per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001114 | 108.663 | cum |
| 3 | 1.02 | 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) | BI01010001010000000000000515BI0100001115 | 1.998 | cum |
| 4 | 1.03 | od36818/2019_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 | BI01010001010000000000000515BI0100001116 | 11.748 | cum |
| 5 | 1.04 | od36819/2019_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)as per the direction of the departmental officers at site. | BI01010001010000000000000515BI0100001117 | 178 | sqm |
| 6 | 1.05 | 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.as per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001118 | 0.054 | cum |
| 7 | 2 | Scheme 2: rectification work between ch.2285 m and 2335 m | BI01010001010000000000000515BI0100001119 | ||
| 8 | 2.01 | od36817/2019_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 desiltingas per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001120 | 19.5 | cum |
| 9 | 2.02 | 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) | BI01010001010000000000000515BI0100001121 | 2.158 | cum |
| 10 | 2.03 | od36818/2019_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 | BI01010001010000000000000515BI0100001122 | 11.749 | cum |
| 11 | 2.04 | od36819/2019_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)as per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001123 | 178 | sqm |
| 12 | 2.05 | 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.as per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001124 | 0.054 | cum |
| 13 | 3 | Scheme 3: rectification work between ch.2335 m and 2385 m | BI01010001010000000000000515BI0100001125 | ||
| 14 | 3.01 | od36817/2019_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 desiltingas per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001126 | 23.625 | cum |
| 15 | 3.02 | 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) | BI01010001010000000000000515BI0100001127 | 2.48 | cum |
| 16 | 3.03 | od36818/2019_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 | BI01010001010000000000000515BI0100001128 | 11.749 | cum |
| 17 | 3.04 | od36819/2019_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)as per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001129 | 178 | sqm |
| 18 | 3.05 | 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. | BI01010001010000000000000515BI0100001130 | 0.054 | cum |
| 19 | 4 | Scheme 4: rectification work between ch.2385 m and 2435 m | BI01010001010000000000000515BI0100001131 | ||
| 20 | 4.01 | od36817/2019_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 | BI01010001010000000000000515BI0100001132 | 23.625 | cum |
| 21 | 4.02 | 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) | BI01010001010000000000000515BI0100001133 | 1.968 | cum |
| 22 | 4.03 | od36818/2019_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 | BI01010001010000000000000515BI0100001134 | 11.749 | cum |
| 23 | 4.04 | od36819/2019_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)as per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001135 | 178 | sqm |
| 24 | 4.05 | 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.as per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001136 | 0.054 | cum |
| 25 | 5 | \tScheme 5: rectification work between ch.2435 m and 2500 m | BI01010001010000000000000515BI0100001137 | ||
| 26 | 5.01 | od36817/2019_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 | BI01010001010000000000000515BI0100001138 | 19.5 | cum |
| 27 | 5.02 | 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) | BI01010001010000000000000515BI0100001139 | 2.864 | cum |
| 28 | 5.03 | od38917/2019_2020/P2 : Dry rubble packing using hard granite blasted rubble including cost and conveyance of all materials and all labour charges etc. complete.) | BI01010001010000000000000515BI0100001140 | 4.2 | cum |
| 29 | 5.04 | od36818/2019_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 | BI01010001010000000000000515BI0100001141 | 11.748 | cum |
| 30 | 5.05 | od36819/2019_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)as per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001142 | 178 | sqm |
| 31 | 5.06 | 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.as per the direction of the departmental officers at site | BI01010001010000000000000515BI0100001143 | 0.054 | cum |
AI Tender Summary
Tender Timeline
Nov 13, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 21, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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