CA NO GE (W)/HSR-10/2026-27 PROVN OF A VEH GARAGE HARDSTANDING STONE FLOOR FOR A VEH REPAIR AND PROVN OF COVERED AREA OUTSIDE GYNAC DEPT BLDG NO-2030 AT HISAR MIL STN UNDER GE (W) HISAR

Excavating in post holes (or similar holes) each not exc 0.50 cum, getting out, and removing surplus soil to a distance n.exc 50 m in soft/ loose soil complete all as specified and directed.

Removal of excavated material to a distance exc. 500m but n. exc. 1.5km and depositing where directed complete all as specified and directed.

M&L PCC 1:3:6 type C2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and directed.

M&L for rolled sections as in tubular trusses / rafter / purlin fixed with angle cleats or other connecting plates, other iron work confirming to FE-410 (Gde-E-250) quality B complete for holding galvallume sheeting in passage and complete all as specified and directed.

S&F plates (plain or chequered) channels, square cut or notched ( ordinary and couner sunk) forming holes, without any attachment including welding etc all as specified and directed by E- in- charge. Fe-410-W (Gde-E-250) quality B complete all as specified and directed.

M&L for Preparing new steel surfaces of any description exc 10cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

S&F Pre-painted galvallume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed.

M&L Pre-painted galvallume aluminium zinc coating GI based plain steel sheet 0.50 mm thick, sheeting of any colour having tensile strength of 550 Mpa as in ridges etc. complete all as specified and directed.

Excavation over areas, not exc 1.5m in depth and getting out in soft / loose soil complete all as specified and directed.

Rolling and consolidating formation of surface of road in cutting/filling with power road rolletr exc 8 to12 tonne including filling depression which occures during the rolling complete all as specified and directed.