Kerala Road Fund Board Tender
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Costs
EMD
₹ 12,300Document Cost
₹ 1,180Tender Fee
Refer Documents
Summary
Kcrip Phase 2 Construction Of Mini Bypass Panathuthazham Flyover Planting Boundary Stones
Description
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Contact
Tender Id
2025_KRFB_726031_1Tender No
01/ CL2/KCRIP/Ph II/PFO/2025Tender Authority
Kerala Road Fund Board ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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Establishing traverse control points with elevations on pillar of size 15cmX15cmX60cm
M20 grade RCC pillar with a nail fixed on the top surface. The pillars shall be embedded in the concrete.Spacing 250 M apart as a bench mark - control pillar. The spacing shall be maximum 250 m apart . No seperate bench mark need to be established
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Taking classified traffic count at selected location for 3days 24 hours continuously by
recording the classifed volume count in the prescribed format, including provision for
engaging technicians and setting up of station etc. and compiling the data and submitting
the same in hard and soft copy etc. complete as per the instructions of PWD officials.
4
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Conducting turning movement survey at junction for 3 day for peak hours (7am to 11 am
and 3.30 pm to 7.30 pm) by recording the classifed volume count in the prescribed
format, including provision for
engaging technicians and setting up of station etc and compiling the data and submitting
the same in hard and soft copy etc. complete as per the instructions of PWD officials.
3
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Conducting BENKELMAN BEAM DEFLECTION TEST consisting of taking deflection
at 10points at 50m interval on one km stretch according to specification given in 81-
1997, number of test conducted is as directed by the engineer in charge- conducting
laboratory test to get moisture content and soil classification as per IS standards - For
arranging equipment for testing 1km test taking one and half hour - Calculating
Charecteristic deflection of one test from one test data obtained from part 1 (one test data
means comprising of taking deflecton at 10 points at 50m interval in 1km stretch
according to the specification given in IRC81-1997) and submitting in hard and soft copy
11.5
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Study of pavement composition by cutting open pit at tar edge to get the details of layers
(thickness and type ) of pavement composition - at one location as suggested by the
engineer in charge carefully by excavating pit of area 1.00x 0.60m through overlaying
bituminous and granular layer including BC, DBM/BM, WMM and GSB at tar edge and
refilling and compacting the excavated pit to lines and levels with excavated materials as
directed by the departmental officers at site and reporting the pavement composition with
photographs and measurements specifying the type of layers
25
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12.4 Plain cement concrete 1:3:6 Nominal mix in foundation with crushed stone
aggregate 40mm nominal size mechanically mixed,placed in foundation and compacted
by vibration including curing for 14 days
2.25
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12.8B Plain /Reinforced cement concrete in open foundation complete as per drawing
and techinal specification PCC grade M20 (with out form work)
0.75
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od26005/2017-2018: Data for inventory survey upto 12 meter wide road for survey work
of collecting road inventories and recording in prescribed format attached based on
chainage marking including marking chainage at 50m interval and taking details such as
existing carriageway width,shoulder width, Type of shoulder ,width and location of
approach road ,details of existing drains,culverts and bridges as given in the format
attched,pavement conditions(details of potholes, raveling, fog seal,slurry seal edge
damage etc)raod safety measures (details of road sign,crash barriers,guard
stones,delineator post, hazard markers etc) and all other existing retaining structures in
road,including documentation charges etc as per direction of the officers at site
11.5
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Collection of sub-grade soil sample at 500m interval carefully by excavating pit of area
1.0*0.6m through overlying bituminous and granular layer or from subgrade of
formation area as directed by the engineer in charge for laboratory test and filling back
and compacting the excavated pit to lines and levels with excavated materials as directed
by the departmental officer at site.
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Conducting Soil Classification test, Modified Proctor Test,and CBR test as per the IS
Code guidelines and making report of one soil sample
25
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56.1.a Mobilization including transportation of all necessary plant and equipment's and materials of boring, field testing and sampling and emobilization after completing the work. For machine boring (For 9 boreholes)
1
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56.17.1 Providing access to the site, clearing site and making good for erecting and conducting soil testing tranfers within the site and for any other temporary arrangements to be erected within the area in connection with conducting soil testing (for 5 bore holes).
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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.(for 5Bore holes)
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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 In Land (for 5 Bore holes)
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56.3.b.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 next 10m and
upto a depth of 20m including conducting necessary S.P.T and recovery of undisturbed
soil samples at 5m intervals for ordinary soil
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56.3.c.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 next 10m and upto depth of 30m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals for ordinary soil
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56.3.d.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 above 30m depth including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil.
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56.4: Boring through all type of hard rock or similar refusal strata of N value greater than 50 using dimond core drilling bit for in land under water and banks of river
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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
50
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56.7 Conducting standard penetration test in bore hole at any depth.
(for 5 boreholes-23x5)
115
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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.(for 5 boreholes-23x5)
115
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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 etccomplete.(at every 3 m interval)
(Undisturbed soil samples (UDS) shall be obtained at every 3.0 m interval starting from 1.0 m in all type of soil along the bore depth up to SPT 'N' values of less than 50.Sampler shall be 75 mm/100 mm internal diameter and generally 450 mm long. Thin walled open drive sampler shall be used in cohesive strata. This sampler shall be made of seamless steel. Sampling shall be done as soon as possible after the clean-out
operation. Area ratio of the sample must restrict to 20% for stiff formations & 10% or less for soft sensitive clays as per IS 1892-1979.)(5*15)
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56.11.a: Compilation of all field data with recommendation for a suitable foundation
after conducting necessary lab test (report in triplicate) for 5 bore holes
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