| RATE ANALYSIS OF EXPANTION JOINT Download Excel File | |||||||
| Sr No. | Description | Item No. | Unit | Quantity | Rate | Total Amount (Rs.) | Remarks |
| 1 | From AISC Specification | ||||||
| Wt. of 3/8'' plate per sft = 16.38 lbs /sft | |||||||
| Wt. of Angle Iron 2''x 2''x1/4'' = 3.19 lbs/ sft | |||||||
| Wt. of 10'' - 3/8'' dia rod = 0.376 kg/ft | |||||||
| 2 | Expansion Joint / Ft. | ||||||
| Steel plate 3'' x 12'' | 20.15 | kg | 1.86 | 25.10 | 46.64 | Wt.=((3/12*1)*16.38)/2.204 | |
| 2 Nos. Angle Iron 2''x2''x1/4'' | 20.15 | kg | 2.89 | 25.10 | 72.66 | Wt.=2*3.19/2.204 | |
| 2 Nos. 3/8'' dia Steel rods (4000 psi) | 5.34(a) | kg | 0.627 | 53.40 | 33.46 | Wt.=2*0.376*10/12 | |
| Tack weld (Plate & 3/8'' dia rod) | L.S. | 1 | 10.00 | 10.00 | |||
| Sub-Total | 162.76 | ||||||
| Add 10 % | 16.28 | ||||||
| Total | 179.03 | ||||||
Saturday, January 14, 2012
Rate Analysis of Expansion Joint in Bridge
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