Wd no.12 Chandhasi me chandardev maurya se sant lal se patitram rajbhar tak cc road nali RCC hume pipe ka nirman 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

Earth in cutting for embankment in ordinary soil excavation to done from of regular pits not exceeding 1/2 m , in depth and work embankment to be in 20 cm .layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M .lift and 30 M .lead the from cutting to be used in making embankment or to be deposited as spoil banks with in 30 m distance as directed by the engg. in charge. S.O.R.253

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 granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

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 grade as per drawing and technical specification.

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

Cost of reinforced cement concrete in the propotion 1: 2:4 excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B. W.G.G.I. binding wire including the cost of binding wire, moulds and all other materials, labour and T & P etc. required for proper complection of the work. SOR 284

Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

Providing and laying in cement concrete 4: 2 :1 of not less than strength of M 150 stone ballast (40 mm. Nominal size) Zapproved coarse sand : 1 cement including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete including cost of form work in foundation and floors

p\l 350mm rcc hum pipe np3 with coller and spigot

con . Man hole 0.60x0.60x1.20 site with all compt work.

S/L chainal gurder at site with all compt work etc.

Supply and Sinage board at site all complete work at site

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