Following are the few general point to remember at civil construction site to make the construction work easy while maintaining quality of construction.
- Lapping is not allowed for the bar having diameters more then 36mm.
- For dowel rod minimum of 12mm diameter should be used.
- Chair specing maximum is 1000mm.
- Longitudional reinforcement not less than 0.8% and more than 6% of gross C/S.
- Chair minimum of 12mm dia meter bar to be used.
- Mainb bar in the slab shall not be less than 8mm to 10mm and distributor not less than 8mm and not more than 1/8 of slab thickness.
- Minimum bar of square column is 4nos and 6nos for circular column.
- Diamension tolerance for cube is +2mm.
- Minimum thickness of slab is 125mm.
- Free fall concrete is allowed maximum to 1.50m.
- Lap slice not be used for bar larger than 36mm.
- Water absoption of brick should not be more than 15%.
- Compressive strength of bricks is 3.5N/sqmm.
- PH value of water should not beless than 6.
- In soiol filling as per IS Code, 3 sample should be taken for core cutting test for every 100sqm.
- In steel reinforcement binding wire required is 8kg per MT.
Density of material
Material Density
Bricks 1600-1920 kg/cubicmeter
Concrete Block 1920 kg/cubicmeter
Reinforced Concrete 2310 kg/cubicmeter
.
Curing time for RCC members for different type of cement
Super Sulphate Cement -- 7 Days.
Ordinary Portland Cement -- 10 Days.
Mineral and Admixture Added Cement -- 14 Days.
De-Shuttering Time of Difference RCC Member
Fore Columns, Walls, Verticle Formworks:-- 1Day.
Soffit Formworks to Slabs :-- 3Days.
Soffit to Beam Props :-- 7 Days.
Beam spanning over 4.5m :-- 14 Days.
Beam spanning upto 4.5m :-- 14 Days.
Arches spanning over 6m :-- 21 Days.
Arches spenning upto 6m :-- 14Days.
Concrete Sample Required for Different Quantity of Concrete
Quantity of concrete No of cube required
1-5 cum 1No
6-15 cum 2Nos
16-30 cum 3Nos
31-50 cum 4Nos
Above 50cum 4+1 Nos of addition of each 50cum
Bricks 1600-1920 kg/cubicmeter
Concrete Block 1920 kg/cubicmeter
Reinforced Concrete 2310 kg/cubicmeter
.
Curing time for RCC members for different type of cement
Super Sulphate Cement -- 7 Days.
Ordinary Portland Cement -- 10 Days.
Mineral and Admixture Added Cement -- 14 Days.
De-Shuttering Time of Difference RCC Member
Fore Columns, Walls, Verticle Formworks:-- 1Day.
Soffit Formworks to Slabs :-- 3Days.
Soffit to Beam Props :-- 7 Days.
Beam spanning over 4.5m :-- 14 Days.
Beam spanning upto 4.5m :-- 14 Days.
Arches spanning over 6m :-- 21 Days.
Arches spenning upto 6m :-- 14Days.
Concrete Sample Required for Different Quantity of Concrete
Quantity of concrete No of cube required
1-5 cum 1No
6-15 cum 2Nos
16-30 cum 3Nos
31-50 cum 4Nos
Above 50cum 4+1 Nos of addition of each 50cum
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