Points That Site Engineer Should Remember

Following are few general points to remember for civil site engineers to make the construction work easier while maintaining quality of construction.· Lapping is not allowed for the bars having diameters more than 36 mm.
· Chair spacing maximum spacing is 1.00 m (or) 1 No per 1m2.
· For dowels rod minimum of 12 mm diameter should be used.
· Chairs minimum of 12 mm diameter bars to be used.
· Longitudinal reinforcement not less than 0.8% and more than 6% of gross C/S.
· Minimum bars for square column is 4 No’s and 6 No’s for circular column.
· 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.· Minimum thickness of slab is 125 mm.
· Dimension tolerance for cubes + 2 mm.
· Free fall of concrete is allowed maximum to 1.50m.
· Lap slices not be used for bar larger than 36 mm.
· Water absorption of bricks should not be more than 15 %.
· PH value of the water should not be less than 6.
· Compressive strength of Bricks is 3.5 N / mm2.
· In steel reinforcement binding wire required is 8 kg per MT.
· In soil filling as per IS code, 3 samples should be taken for core cutting test for every 100m2.
Density of Materials: 

• Material Density

• Bricks 1600 – 1920 kg/m3

• Concrete block 1920 kg/ m3

• Reinforced concrete 2310 – 2700 kg/ m3

1. Curing time of RCC Members for different types of cement:
2. Super Sulphate cement: 7 days
3. Ordinary Portland cement OPC: 10 days
4. Minerals & Admixture added cement: 14 days
5. De-Shuttering time of different RCC Members
6. RCC Member De-shuttering time
7. For columns, walls, vertical form works 16-24 hrs.
8. Soffit formwork to slab 3 days (props to be refixed after removal)
9. Soffit to beams props 7 days (props to refixed after removal)
10. Beams spanning upto 4.5m 7 days
11. Beams spanning over 4.5m 14 days
12. Arches spanning up to 6m 14 days
13. Arches spanning over 6m 21 days

Cube samples required for different quantity of concrete (As per IS 456-2000)Quantity of Concrete No. of cubes required

• 1 – 5 m3 1 No’s
• 6 -15 m3 2 No’s
• 16 – 30 m3 3 No’s
• 31 – 50 m3 4 No’s
• Above 50 m3 4 + 1 No’s of addition of each 50 m3