SPECIAL REPAIR OF SINGLE OFFRS ACCN IN BUILDING NO P 71(1) AND PROVN OF COVERED SHED WITH FACILITY OF FANS AND LIGHTING FOR PERFORMING REPAIR ACTIVITIES IN FRONT OF BLDG NO T 107 UNDER AGE BR II OF GE (WEST) FEROZEPUR CANTT

Surface dressing not exceeding 15 cm deep in soft/loose soil complete all as specified and directed.

M&L 75 mm thick for PCC Flooring using cement concrete 1:2:4, type B-1 (using 20 mm graded aggregate) as in flooring complete all as specified and directed.

M&L for Rendering 12mm thick in cement mortar (1:6) on fair face of brick walls or concrete surfaces, finished fair and even without using extra cement complete all as specified and directed.

M&L for Rendering 15mm thick in cement mortar (1:4) on other than face of brick walls or concrete surfaces, finished fair and even without using extra cement using WPC complete all as specified and directed. Note:- WPC measured and paid for separately.

S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded complete all as specified and directed.

S&F Steel windows with side hung shutters including projecting type hinges with steel handle, and steel peg stay, complete without glazing bars, dovetailed or welded complete all as specified and directed.

Demolition of un reinforced cement concrete of any description and in any position not otherwise specially provided for complete all as specified and directed.

Dismantling floor, hearth or wall tiling including cement morter beddind (but not backing removing seviceable tiles to store and rubbish off the premise complete all as specified and directed.

M&L 75 mm thick cement concrete 1:3:6, type C-2 (using 20mm graded stone aggregate) as in plinth protection, shall be laid in 1:20 slope. The concrete shall be laid at a stretch not exceeding 3-meter in length. Joint gap between the adjoining slab, at corners and at junctions of wall shall not exceed 10mm in width and shall be sealed with mastic filling i.e. one part of bitumen of grade 85/25 garde mixed with 3 part of sand. Top surface of concrete shall be finished even and smooth without using extra cement. Joints shall be provided at not more than 3-meter interval at corner and junction walls complete all as specified and directed.

M&L for cement concrete (1:2:4), type B-2 (using 40 mm graded crushed stone aggregate) as in sub base of flooring, foundations, filling and mass concrete etc. ccomplete all as specified and directed.