Public Works Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWD_714038_2Tender No
58/EEBK/2024-25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.kerala.gov.in/
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Documents
BOQ Items
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20.6.2.1
Initial test
Vertical load testing of piles in accordance with IS 2911( Part IV) including
installation of loading platform and preparation of pile head or construction of test
cap and dismantling of test cap after test etc. complete as per specification & the
direction of engineer -in-Charge.
Single pile above 50 tonne and upto 100 tonne capacity
1
-
-
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20.9
Integrity testing of pile using Low Strain / Sonic Integrity Test/ Sonic Echo Test
method in accordance with IS 14893 including surface preparation of pile top by
removing soil, mud, dust & chipping lean concrete lumps etc. and use of
computerised equipment and high skill trained personal for conducting the test &
submission of results, all complete as per direction of Engineer-in-charge. Note:- The
inclusion of the above item in the schedule of work shall be judiciously decided by
the technical sanctioning authority, keeping in view the quality control, type of soil
strata & importance of the project
18
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-
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2.8.1
All kinds of soil
Earth work in excavation by mechanical means (Hydraulic excavator) /manual means
in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.
155
-
-
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2.25
Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
155
-
-
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50.2.25.1
Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited
layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction
of site Engineer-in-charge
60
-
-
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15.3
Demolishing R.C.C. work manually / by mechanical means including stacking of
steel bars and disposal of unserviceable material with in 50 metres lead as per
direction of Engineer -in-Charge
9.56
-
-
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4.1.8
1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:
26
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-
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4.1.4
1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:
2.64
-
-
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OD50953/2021-2022
Providing and laying in position machine batched and machine mixed design mix M-
30 grade cement concrete for reinforced cement concrete work, using cement content
as per approved design mix, including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing and reinforcement, including
admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability as per
direction of Engineer - in-charge. All work upto plinth level
38
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-
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OD51037/2021-2022
Providing and laying in position machine batched and machine mixed design mix M-
25 grade cement concrete for reinforced cement concrete work, using cement content
as per approved design mix, including pumping of concrete to site of laying but
excluding the cost of centering, shuttering, finishing and reinforcement, including
admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting
of concrete, improve workability without impairing strength and durability as per
direction of Engineer - in-charge. All work above plinth level upto floor V level
59.56
-
-
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4.11
Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4(1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
21.53
-
-
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5.9.1
Foundations, footings, bases of columns, etc for mass concrete
Centering and shuttering including strutting, etc. and removal of form for:
240
-
-
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5.9.6
Columns, Pillars, Piers, Abutments, Posts and Struts
Centering and shuttering including strutting, etc. and removal of form for:
149.63
-
-
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5.9.5
Lintels, beams, plinth beams, girders bressumers and cantilevers
Centering and shuttering including strutting, etc. and removal of form for:
187.84
-
-
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5.9.3
Suspended floors, roofs, landings, balconies and access platform
Centering and shuttering including strutting, etc. and removal of form for:
156.62
-
-
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5.9.2
Walls (any thickness) including attached pilasters, butteresses, plinth and string
courses etc.
Centering and shuttering including strutting, etc. and removal of form for:
26.71
-
-
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5.9.7
Stairs, (excluding landings ) except spiral - staircases)
Centering and shuttering including strutting, etc. and removal of form for:
21.39
-
-
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5.9.16.1
Under 20 cm wide Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and walls
119.17
-
-
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5.9.19
Weather shade, Chajjas, corbels etc., including edges
Centering and shuttering including strutting, etc. and removal of form for:
35.78
-
-
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5.22A.6
Thermo - Mechanically Treated bars of grade Fe-500D or more
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing
in position and binding all complete above plinth level
33652.3
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-
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50.6.1.4
Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm
or nearest available size confirming to IS 2185 part I of 1979 for foundation and
plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc
complete
8.79
-
-
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50.6.1.5
Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm
or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to
floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc
complete
Net
56.73
-
-
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13.1.1
1:4 ( 1 cement : 4 fine sand)
12 mm cement plaster of mix:
539.59
-
-
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13.16.1
1:3 ( 1 cement : 3 fine sand)
6 mm cement plaster of mix
210.36
-
-
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