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Investigation Work For The Construction Of Muzhappalam Thalappanakkunnu Bridge Across Chooloor Thodu In Kunnamangalam Lac In Kozhikode District Investigation Work For The Construction Of Muzhappalam Thalappanakkunnu Bridge Across Chooloor Thodu In Kunn, KUNNAMANGALAM-Kerala

Public Works Department-PWD has published Investigation Work For The Construction Of Muzhappalam Thalappanakkunnu Bridge Across Chooloor Thodu In Kunnamangalam Lac In Kozhikode District Investigation Work For The Construction Of Muzhappalam Thalappanakkunnu Bridge Across Chooloor Thodu In Kunn. Submission Date for this Tender is 19-01-2021. Bridge Work Tenders in KUNNAMANGALAM Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

26543297
Investigation Work For The Construction Of Muzhappalam Thalappanakkunnu Bridge Across Chooloor Thodu In Kunnamangalam Lac In Kozhikode District Investigation Work For The Construction Of Muzhappalam Thalappanakkunnu Bridge Across Chooloor Thodu In Kunn
Open Tender
Indian
Kerala
KUNNAMANGALAM
19-01-2021

Tender Details

Investigation Work For The Construction Of Muzhappalam Thalappanakkunnu Bridge Across Chooloor Thodu In Kunnamangalam Lac In Kozhikode District Investigation Work For The Construction Of Muzhappalam Thalappanakkunnu Bridge Across Chooloor Thodu In KunnamangalamLac In Kozhikode District

Key Value

Document Fees
INR 555 /-
EMD
INR 4966.0 /-
Tender Value
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BOQ Items

Work Name:Investigation work for the Construction of Muzhappalam- Thalappanakkunnu Bridge across chooloor thodu in Kunnamangalam LAC in Kozhikode district.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Investigation for Bridge BI01010001010000000000000515BI0100001113
2 1.01 56.12.a : Total station surveying and preparation of site plan for Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval.Total station surveying and preparation of site plan for Plain and open area without hindrance to line of sight with 1 m contour intervals , with 5m x 5m interval. BI01010001010000000000000515BI0100001114 2.25 Hecter
3 1.02 56.13 : Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation,bridge and building sites at in accessible locations)Providing access to the site clearing site and making good for surveying in order to provide clear line of site devoid of any hindrance due to vegetation etc. and clearing areas for station points (This item is applicable only for sites without access such as in case of new road formation,bridge and building sites at in accessible locations) BI01010001010000000000000515BI0100001115 1.125 Hecter
4 1.03 56.1.a : Mobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the work<br>For machine boringMobilization including transportation of all necessary plan and equipment's and materials of boring field testing and sampling and demobilization after completing the workFor machine boring BI01010001010000000000000515BI0100001116 1 set
5 1.04 56.2.a : Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.<br>For machine boring.Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location.For machine boring. BI01010001010000000000000515BI0100001117 3 Nos hole
6 1.05 56.3.a.1 : Boring with rotary power drilling equipment's in\t\t\t\t\t\t\t\nall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soil.Boring with rotary power drilling equipment's inall types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata upto 10m. Including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil. BI01010001010000000000000515BI0100001118 30 metre
7 1.06 56.3.b.1 : Boring with rotary power drilling equipment in\t\t\t\t\t\t\t\n all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.<br>For ordinary soilBoring with rotary power drilling equipment in all types of soil having N value less than 50 excluding hard rock soft rock, or medium rock for strata for next 10m upto a depth of 20m including conducting necessary S.P.T and recovery of un disturbed soil samples at 5m.intervals.For ordinary soil BI01010001010000000000000515BI0100001119 18 metre
8 1.07 56.5.a : Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.<br>In land.Boring through all classes of rock excluding hard rocks having ' N' value greater than 50 using tungsten carbide drilling bit.In land. BI01010001010000000000000515BI0100001120 3 metre
9 1.08 56.4 : Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river.Boring through all type of hard rock or similar refusal strata of N value greater than 50 using diamond core drilling bit for in land under and banks of river. BI01010001010000000000000515BI0100001121 9 metre
10 1.09 56.8 : Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code.Recovering disturbed samples and preserving the same in air tight sample containers including waxing labelling packing storing including cost of containers as per IS Code. BI01010001010000000000000515BI0100001122 18 each
11 1.1 56.11.a : Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)<br>Machine boring for 5 bore holes.Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate)Machine boring for 5 bore holes. BI01010001010000000000000515BI0100001123 1 set
12 1.11 56.16 : Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers.Preparation of Detailed Project Report of the bridge works containing alignment plan, key plan, contour plan , index map, longitudinal and cross section of road and River/Thodu cross section of bridge hydraulic and velocity calculations including neat filing and supplying five set DPR etc. as per the directions of the departmental officers. BI01010001010000000000000515BI0100001124 1 set
13 1.12 56.14.b : Cross section details:- Thodu.Cross section details:- Thodu. BI01010001010000000000000515BI0100001125 720 sqm
14 1.13 56.15.b : Hydraulic Velocity Calculation:- ThoduHydraulic Velocity Calculation:- Thodu BI01010001010000000000000515BI0100001126 1 set
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