MOCK-UP PLATFORM FOR PSD

Amount

MOCK-UP PLATFORM FOR PSD

Demolishing of Pavers manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Steel reinforcement of Thermo-Mechanically Treated bars for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5 in superstructure above plinth level up to floor V level in ll shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Centering and shuttering including strutting, propping etc. and removal of form fo

Providing & applying of a minimum 4mm thick, single layer, seamless, solvent free polyurethane flooring system with a smooth matt surface finish which shall be chemical resistant, impact resistant, temperature resistant , moisture tolerant, hygenic etc.. including thoroughly scarifying the existing surface with electric scarifier and vaccum cleaning the surface with the below mentioned performance properties: 1. Compressive strength of 53Mpa as per BS 6319 2. Tensile strength of 9 Mpa as per ISO R 527 3. Flexural strength of 21Mpa as per ISO 178 4. Abrasion resistance of SPECIAL class (class AR 0.5 - less than 0.05mm thickness loss) as per BS 8204 part 2 and weight loss of less than 300mg when tested with H22 wheels as per ASTM D 4060. 5. Dynamic E-Modulus of 14000 N/sq.mm 6. Adhesion to concrete shall be more than 1.5Mpa 7. Fire resistance classification of Bfl-S1 as per EN 13501 1:2002 8. Cleanable to standards of stainless steel Applied at a thicknessas per the manufacturer specifications by an authorised applicator of the manufacturer in accordance to the application guideline as provided by the manufacture.

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position

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