1: Before staring concrete we have to check the concrete clear cover for slab.
2: the beam sides and bottom concrete should be also checked.
3: Main bar and Distributin bars spacing should be checked.
4: the beam stirrups should be checked according to the Drawing.
5: Deshuttering oil shall be applied to beam and slab for De-shuttering.
2: the beam sides and bottom concrete should be also checked.
3: Main bar and Distributin bars spacing should be checked.
4: the beam stirrups should be checked according to the Drawing.
5: Deshuttering oil shall be applied to beam and slab for De-shuttering.
6:the Proper number of chairs should be provided for slab.
7: The Slab thickness & beam depths should be checked if there is any problem than clear on the spot.
8: we have to Check the slab level in all direction.
9: We must be Checked the centre-to-centre (C/C) distance of jacks 3 feet.
10: Beam to beam measurements should be checked as per architectural drawings if there is any problem than solve it.
11: The Formwork corners shall be adequately tied to prevent from leakage or bulging and spreading of concrete. if its not Ok it will be danger during concreting.
12: The beam and column Junctions shall be checked so that should be watertight.
13: We must be Checked beams and column are straight and placed in position as per drawing or not.
14: Check the formwork surface Is it clean or not.
15: Reinforcement shall be checked for beams and slab as per R.C.C drawing.
16: you must be Checked all the concealed electric conduit work, electrical points and junctions.
17: Stirrups shall be provided at the free end of all columns reinforcement.
18: Check nut-bolts clip is fixed or tightened in every shutter hole otherwise it will not give us the good result.
19: the Proper number of chairs must be provided for slab, And the minimum diamter of steel will be 12mm.
20: The Column should be Checked Is the oil is applied or not if the formwork is steel than.
21: Parapet bars should be left for staircase and balcony etc.
22: Check every plain sheet joint is made leakage proof by masking tape, Taping should be done at ply joints in care of ply shuttering.
7: The Slab thickness & beam depths should be checked if there is any problem than clear on the spot.
8: we have to Check the slab level in all direction.
9: We must be Checked the centre-to-centre (C/C) distance of jacks 3 feet.
10: Beam to beam measurements should be checked as per architectural drawings if there is any problem than solve it.
11: The Formwork corners shall be adequately tied to prevent from leakage or bulging and spreading of concrete. if its not Ok it will be danger during concreting.
12: The beam and column Junctions shall be checked so that should be watertight.
13: We must be Checked beams and column are straight and placed in position as per drawing or not.
14: Check the formwork surface Is it clean or not.
15: Reinforcement shall be checked for beams and slab as per R.C.C drawing.
16: you must be Checked all the concealed electric conduit work, electrical points and junctions.
17: Stirrups shall be provided at the free end of all columns reinforcement.
18: Check nut-bolts clip is fixed or tightened in every shutter hole otherwise it will not give us the good result.
19: the Proper number of chairs must be provided for slab, And the minimum diamter of steel will be 12mm.
20: The Column should be Checked Is the oil is applied or not if the formwork is steel than.
21: Parapet bars should be left for staircase and balcony etc.
22: Check every plain sheet joint is made leakage proof by masking tape, Taping should be done at ply joints in care of ply shuttering.