Wd no.23 Kasabmahal me haji samim ke makan se israil ke makan tak sakil ke makan tak irshad ahamad ke makan tak CC road and nali maramat karya

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts.D6

Providing and laying cement concrete 1:6:12 (1 cement: 6 fine sand : 12 graded brick aggregate 40 mm. Nominal size) including supply of all materials, labour and T & P etc. required for propercompletion of the work and curring complete, also including cost of form work in foundation and floors. SOR-273

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density

Construction of un-rainforced dowel jointed at expansion and construction joint only plain cement concrete payment thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 grade course and fine aggregate confirming to IAS 383 maximum size of course aggregates not exceeded 25 mm mixed in a concrete mixture of not less than 0.2 cubic meter capacity and appropriate weight batcher using approved mix design ,and in approved fixed side formwork(Steel channel,laying and fixing of 125 micron thick polythene film wadges steel plate including levelling the form work as per drawing )snovets rakes compacted using needle is screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joint applying debonding Strips primer sealent dowel bars near approaches to bridge/culvert and construction joints admixtures as approved curing of concrete slabs for 14 days during compound where specified and water finishing to lines and grad

M-150 brick work in 1:4 cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and tools and plants. ect. required for proper completion of work. SOR 305

12mm thick plaster with cement & fine sand of 1.25 F.M. mortar in 1:4 including supply of all materials labour and T&P etc. required for proper completion of work SI no-584

CC 1:4:2

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