Routine Test. Each Pole is must be subjected to the following: 1. The Length specified is measured. 2. Pole openings or Pre-Casted Bolts should be as per Drawing. 3. The Outer & Inner Dia of the Pole. 4. The Concrete Cover on Pre-Stressed steel wires- Cover to the Steel has to be 20mm from the outer and minimum 15mm from inner side of the Pole. 5. Continuity of earthing if Internal earthing is provided. 6. Check the Finishing Quality of the Bottom of the Pole- whether it is finished and sealed with special chemical cement mix so as to protect the steel The tolerance a) In total Length as +/- 2cm up to +5cm b) In the other Dimension as +/-2mm tenderer shall provide the following records of the RAW material: a) Cement: Category accepted ≥ CE 42.5 b) Concrete: category accepted ≥ C55/67 c) The Longitudinal & spiral steel should be St500/550S
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Sources: Invitation to Tender, Call Off Contract
Routine Test. Each Pole is must be subjected to the following:
1. The Length specified is measured.
2. Pole openings or Pre-Pre Casted Bolts should be as per Drawing.
3. The Outer & Inner Dia of the Pole.
4. The Concrete Cover on Pre-Pre Stressed steel wires- Cover to the Steel has to be 20mm from From the outer and minimum 15mm from inner side of the Pole.
5. Continuity of earthing if Internal earthing is provided.
6. Check the Finishing Quality of the Bottom of the Pole- whether it is finished and sealed Sealed with special chemical cement mix so as to protect the steel The tolerance
a) A. In total Length as +/- 2cm up to +5cm
b) B. In the other Dimension as +/-2mm tenderer shall provide the following records of the RAW materialmaterial :
a) Cement: Cement- Category accepted ≥ CE 42.5
b) Concrete: Concrete – category accepted accepteid ≥ C55/67
C55/67 c) The Longitudinal & spiral steel should be St500/550S
Appears in 1 contract
Sources: Call Off Contract