যে বিষয়গুলো একজন Site engineer কে অবশ্যই জানতে হবে

Clear cover to main reinforcement in
Footings : 50 mm
Raft foundation Top : 50 mm
Raft foundation Bottom/ sides : 75 mm
Strap Beam : 50 mm
Grade Slab : 20 mm
Column : 40 mm (d>12mm) 25 mm (d= 12mm)
Shear Wall : 25 mm
Beams : 25 mm
Slabs : 15 mm or not less than diameter of the bar.
Flat Slab : 20 mm
Staircase : 15 mm
Retaining Wall on Earth : 20/ 25 mm
Water retaining structures : 20 / 30 mm
Sunshade (Chajja) : 25 mm
Hook for stirrups is 9D for one side
No. of stirrups = (clear span/Spanning) + 1
For Cantilever anchorage length for main steel is 69D
“L” for column main rod in footing is minimum of 300mm
Chairs of minimum 12 mm diameter bars should be used.
Minimum diameter of dowel bars should be 12 mm
Lap slices should not be used for bar larger than 36 mm.
In steel reinforcement binding wire required is 8 kg per
MT.
Lapping is not allowed for the bars having diameters more
than 36 mm.
Minimum number of bars for a square column are 4 and
for circular column are 6.
Longitudinal reinforcement should not be less than 0.8%
and more than 6% of gross C/S.
Weight of rod per meter length = d 2/162 where d is the
diameter in mm
All reinforcement shall be free from mill scales, loose
rust & coats of paints, oil or any other substances.
Main bars in the slabs shall not be less than 8 mm (HYSD)
or 10 mm (Plain bars) and the distributors not less than
8 mm and not more than 1/8 of slab thickness.
In case of spacing of bars
Provide the diameter of the bar, if the diameter of the
bar are equal.
Provide the diameter of the larger bar, if the diameter
are unequal.
5mm more than the nominal maximum size of the coarse
aggregate.
Minimum thickness of slab is 125 mm.
Water absorption should not be more than 15 %.
Dimension tolerance for cubes + – 2 mm.
Compressive strength of Bricks is 3.5 N /mm 2
Maximum Free fall of concrete allowed is 1.50 m.
In soil filling as per IS code for every 100 sqm 3 sample
for core cutting test should be taken.
Electrical conduits shall not run in column
Earth work excavation for basement above 3 m should be
stepped form
Any back filling shall be compacted 95% of dry density at
the optimum moisture content and in layers not more
than 200mm for filling above structure and 300 mm for
no structure
F soling is specified the soling stones shall be laid at 45°
to 60° inclination (and not vertical) with interstices
filled with sand or moorum.
A set of cube tests shall be carried out for each 30 cum
of concrete / each levels of casting / each batch
of cement.
Water cement ratio for different grades of concrete
shall not exceed 0.45 for M20 and above and 0.50 For
M10 / M15 contractor
For concrete grades M20 and above approved admixture
shall be used as per mix design requirements.
Cement shall be stored in dry places on a raised platform
about 200mm above floor level and 300mm away from
walls. Bags to be stacked not more than 10 bags high in
such a manner that it is adequately protected from
moisture and contamination.
Samples from fresh concrete shall be taken and at least
a set of 6 cubes of 150mm shall be prepared and
cured. 3 Cubes each at 7 days and 28 days shall be tested
for compressive strength. The test results
should be submitted to engineer for approval. If results
are unsatisfactory necessary action/rectification/
remedial measures has to be exercised.
Water used for both mixing and curing shall be clean and
free from injurious amounts of oils, acids, alkalies,
salts, sugar and organic materials or other substances
that may be deleterious to concrete or steel. The ph
shall be generally between 6 and 8.
Cement shall be tested for its setting.
1. The initial setting time shall not be less than 30
minutes.
2. The final setting time shall not be more than 10
hours.
Slump IS 456
Lightly reinforced 25 – 75 mm
Heavily reinforced 75 – 100 mm
Trench fill (insitu & Tremie) 100 – 150 mm (For Tremie
no need of vibrator)
Curing Days Required
Super Sulphate cement : 7 days
Ordinary Portland cement OPC : 10 days
Minerals and Admixture added cement : 14 days
Cube Samples
1 – 5 M 3 : 1 No.
6 – 15 M 3 : 2 No’s
16 – 30 M 3 : 3 No’s
31 – 50 M 3 : 4 No’s
Above 50 M 3 : 4 + 1 No of addition sample for each 50 M 3.