4. Scope U-girder
Scope of Work
Sl no Package Nos of Girder 27 m standard span Non standard span Concrete Qty Steel Qty.
1 NC-01 656 460 196 38376 6667.58
2 NC-02 704 532 172 41184 7155.46
Total 1360 992 368 79560 13823
5. U-GIRDER MIX DESIGN
Grade of Concrete:M55
Ingredients Source/Brand Qty/M3
Cement(Kg) Ultratech OPC-53 450
Microsilica(Kg) Elkem/Comiche 25
20mm Aggregate(Kg) Kotputli 577
10mm Aggregate(Kg) Kotputli 532
Fine aggregate(Sand)(Kg) Bajpur 765
Free Water(Kg) Batching plant 141.66
Admixture(Kg) Don super flow PC-250 4.037
Slump after 2 hours retension(mm) 140
7days strength(Mpa) 61.55
28 days strength(Mpa) 74.61
W/C Ratio 0.31
U-GIRDER MIX DESIGN
6. CASTING YARD INFRASTRUCTURE
1. Total No of BAY-4.
2.U-girder bay-03 nos
3.Pier cap Bay-1
4. No of U-girder bed 36 (6 bed in each row).
5. Pier cap mould-16.
6. 100 MT capacity gantry 02 nos in each u-girder bay.
7. T ime cycle is 10 days FOR U-girder casting.
8. Peak Max production 6*6*3=108 nos u-girder per month
45. Prestressing
1. HT cable 15.2mm
dia
2. Load in each
cable 195.5
KN/19.92 MT
3. Total load
1434.24 MT
4. Ram area of jack
529.2 sq.cm
5. Required
pressure 460.55
kg/cm2
6. Modified
elongation
1179mm
Hydraulic hose
700 bar.
55. Concreteing by Boom placer
Grade of conc. M55 with micro silica
Cement content 450 kg.
W/c Ratio 0.31
Admixture Don super flow PC-250
4.037 Kg/m3.
Conc. Qty per girder 60m3
Concrete placing
Boom Placer