SPL REPAIR TO TOILETS, DOORS, WINDOWS AND SEWAGE SYS APS UNDER GE SOUTH AT BATHINDA MIL STN

Demolition of cement concrete un- reinforced of any description and in any position not otherwise specifically provided for and including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and labour for Waterproofing treatment to sunken floor using acrylic based multipurpose polymer. The treatment shall be carried out as per manufactures specification. The treatment shall be include of the following elements also: 1. Surface preparation of substrate by removing all traces of contaminates, loose and friable particles, cement laitance oils and grease, water repellent coatings etc 2. Injection grouting using cementitious grout if required. The payment for injection grouting shall be made separately etc 3. Repair to the substrate, filling of blow holes/voids and surface leveling using appropriate products specified by the manufacture. 4. All intersections of horizontal and vertical surface should be profiled with a mortar fillet of minimum 25mm x 25mm. 5. The moisture content of the substrate shall be checked before application of first coat at water proof coating at the rate of 200 g/m2 followed brush topping at 450g/m2 per mm. The second coat shall be reinforced with glass fabric between the first and second coat. 6. The treatment shall be protected by application of polymer modified cement mortar of thickness 10mm applied at the rate of 50g per mm. 7. Tech specification : Tensile adhesion strength 0.5N/Sqmm (as bonding slurry).

Material and labour for Aerated Autoclaved Concrete (AAC) blocks work according to Indian Standard specification IS:2185(Part-3)-1984 and latest revision built in Cement and sand mortar 1:6 with Aerated Autoclaved Concrete (AAC) blocks straight or curver on plan exceeding 6mtr Mean radius as in sunken floor complete all as specified and and as directed by Engineer-in-charge.

Demolition of cement concrete reinforced of any discription and in any position, including reinforcement cut as required to facilitate and including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge. Note:The weight of scrap iron for schedule of credit shall be ascertain by BOO as ordered by GE.The copy of BOO duly countersinged by GE shall be enclosed with final Bill.

Material and labour for mild steel TMT bars 10mm dia and over cut to length bent to shape, required including cranking, bending spirally for hoping for columns, hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and as directed by the Engineer-in-Charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose.)

Material and labour for mild steel TMT bars 5mm dia and over upto and including 10mm dia as in stirrups, spacers and binders cut to length, bent to shape required including bending, cranking etc and binding with and including MS wire (annealed) not less than 0.9mm dia, complete all as specified & directed by Engineer-in- charge. (NOTE : Weight of binding wire shall not be considered for measurement and payment purpose)

Material and Labour for Reinforced cement concrete (nominal mix) in Beams, cantilevers, bressummers, lintels over 1.5 m span Type B1 1:2:4 (20 mm graded aggregate) all as specified and directed by Engineere-in-charge

Material and Labour for Reinforced cement concrete, Nominal Mix,1:2:4, Type-B1, using 20 mm graded stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like including proper compaction by using mechanical viberator complete all as specified and directed. NOTE : Reinforcement and form work shall be measured and paid for separately under appropriate item of this schedule.

Demolition of floor hearth or wall tilling including cement mortar bedding but not backing including removing rubbish material from building and thrown in low lying empty area (as per direcction of AGE/JE) at any distance upto 500 metres from the site complete all as specified and as directed by Engineer-in-Charge

Material and Labour for anti slip coloured ceramic tiles 7 to 8mm thick (square/rectangular) of Size 400mmx400mm Sqm in floors and Skirting etc. including 10 mm thick bedding layer using type-I adhesive (thick bed fixing) confirming to IS-15477:2004 and pointed in white or coloured epoxy grout to match the shade of tile including necessary cutting as per site requirement complete all as specified and as directed by Engineer-in-charge.