Public Works Department Tender
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Costs
EMD
₹ 4,206Document Cost
₹ 555Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWD_753741_1Bid Award Id
ViewTender No
PWD/BR/TR/1955/2025_3_1_1/1Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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BOQ Items
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56.3.a.1:Boring with rotary power drilling equipment's in - all 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 undisturbed soil samples at 5m intervals - For ordinary soil.
12
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56.3.a.2:Boring with rotary power drilling equipment's in - all 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 undisturbed soil samples at 5m intervals - For under water.
3
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56.5.a:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In land
6
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56.5.b:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In Water
3
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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 water and banks of river.
6
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56.6:Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete.
6
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56.7:Conducting standard penetration test in bore hole at any depth.
6
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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.
6
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56.12.c:Total station surveying and preparation of site plan - In hilly terrain
1.7
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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).
0.18
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56.14.a:Cross sectional details - River.
360
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56.15.a:Hydraulic Velocity Calculation - River.
1
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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.
1
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Investigation data collection
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OD241597/2024-2025:Conducting traffic survey at either side of the existing bridge for 24 hours including the charges of man power engaged hire charges of temporary/permanent shed near the point of survey hire charges of chairs and tables,cost of lighting arrangement in night,expenses of stationery items etc.complete
1
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OD241598/2024-2025:Testing charges for CBR Test of soil samples collected from the site in the laboratory including the charges of labour engaged for conducting the test in the lab etc including the collection of subgrade soil samples carefully by excavating pit for a laboratory test and refilling back and compacting the excavated pit to lines and levels with excavated materials as directed by the departmental officers at site.
2
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