FABRICATION AND BARRICADING ON THE ENTRY - EXIT SIDE OF 100 TON WEIGH BRIDGE ONE AT NEAR TC CHECKPOST AND OTHER AT SIJUA SIDING UNDER,KATRAS AREA

MANUAL LOADING,TRANSPORTING,UNLOADING OF RAIL POLE AND OLD ANGLE CHANNEL FROM DIFFERENT LOCATION(AKWMC OCP) FOR TWO LOCATION 100 T WEIGH BRIDGE (WITH H/SK- 502.44X1 HEAD X2SHIFT = 1004.88 AND SK- 434.96X12 HEAD X 2 SHIFT = 10439.04 AT ONE PLACE)

CUTTING OF OLD RAIL POLE AS PER SIZE,MANUAL LOADING UNLOADING SIDE TO SIDE FOR BOTH 100T WEIGH BRIDGE.(WITH H/SK-502.44X2 HEAD X 2 SHIFT = 2009.76 AND SK-434.96X8 HEAD X 2 SHIFT = 6959.36 AT ONE PLACE)

EXCAVATION OF (3 FT) AND 4 FT DIP INCLUDING GETTING OUT EXCAVATED SOIL AND DISPOSEL EXCAVATED SOIL,RAIL POLE JAMMING,ERECTION OF POLE JAMMING WITH CEMENT & GRADED STONE FOR 16X2 = 32 POLES FOR BOTH WEIGH BRIDGE.(WITH H/SK- 502.44X2 HEADX6 SHIFT = 6029.28 AND SK-434.96X8 HEADX6 SHIFT = 20878.08 AT ONE PLACE)

FABRICATION OF SIDE STRUCTURE FROM OLD IRON MATERIALS ANGLE CHANNEL CUTTING GROOVE MAKING AS PER SIZE WELDING SUPPORT BY SIZE FOR 2 WEIGH BRIDGE.( WITH H/SK- 502.44X2 HEAD X 4 SHIFT = 4019.52 AND SK-434.96X8 HEAD X 4 SHIFT = 13918.72 AT ONE PLACE)

OXYGEN CYLINDER

DA CYLINDER

WELDING ELECTRODE(DBL)

Total impact of GST for the purpose of CTC