Name of Work:- Repair of Approach road to new PEB Bldg. in the store section of the factory area.
Sl. No.
Item Description
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Repair of Approach road to new PEB Bldg. in the store section of the factory area.
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Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil, all as specified in SSR Part-I & as directed by EIC.
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M & L Soling(or sub base) with broken boulders or quarried stone, inter stices filled,surface formed and rolled and consolidated to required gradient and camber 200MM thickness.
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M & L Soling(or sub base) with broken boulders or quarried stone, inter stices filled,surface formed and rolled and consolidated to required gradient and camber 100MM thickness.
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M & L Broken stone or boulders,hardcore of gauge exc 63 mm, deposited,spread and levelled in layers n exc 15 cm thick,watered and rolled/ rammed to a true surface, all as specified in SSR Part-I & as directed by EIC.
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M & L cement concrete type D2 1:4:8(40mm graded aggregate) in foundations, filling and mass concrete, all as specified in SSR Part-I & as directed by EIC.
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M & L Cement concrete work in pavement/hard-standing of flexural strength 40 kg/per square centimeter in field using 400 kg of cement per cubic metre, thickness of concrete 250MM.
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M & L forming contraction(Dummy) Joints 65 mm deep X 10 mm wide, filled with sealing compound grade 'A', all as specified in SSR Part I & as directed by EIC.(1 Unit=10 RM)
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M & L finishing cement concrete surfaces even and smooth using extra cement, all as specified in SSR Part-I & as directed by EIC.
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A) M & L deformed or twisted mild steel bars 10 mm dia and over, cut to length, bent to shape required,including cranking,bending,spirally for hooping for columns,hooking ends and binding with and including mild steel wire(annealed) not less than 0.9 mm dia or securing with clips quality confirming, all as specified in SSR Part-I & as directed by EIC. Please Enable Macros to View BoQ information
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