Construction of Manoj Raikwar to R.K Verma tak road or Nali work ward 19

Eathwork filling of soil upto 9km. as par direction Enngier (Analysis)

Earthwork in excavation in soil mixed with moorum/ shingle kankar requring the use of special tool and plant such as pickaxes sabbals soil (Loam clay or sand including lift up to 1:5 meer( 5ft) and lead upto 30 m ( 100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation treenches or into the plllnth and removal and disposal of surplusin over under foul position earth as direction by the Engineer- in- charge upto a distance of 30m(100ft) from the foundation trenches. SI No 252

Laying & consolidation of 22.4.53mm GSB with screening 13% 6.7mm grit and 6% 2.8mm stone Dust including supply of all materials labour T&P etc. for proper completion of work.(Analysis)

Cement concrete with 4cm (1/2") gauge approved stone ballast, approved coarse sand, cement in the proportion 1:4:8 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. SI No. 281

Reinforced cement concrete in drain / slab compleate as per drawing and technical specification mord spe no 800 1205.4 1205.5(rcc m 20)

Steel reinforcement for R.C.C work including starightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel or Medium tensile steel bars . DSR NO 5.22.1

Counstruction of un-reinforced construction joint only plain cement conrete pavement thickness as per design over a prepared sub base.with 43 grade cement of any other type as per clause 1501.2.2 M-30 (Grade) coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 20mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design laid in approved fixed side fromwork (steel channel, layiing and fixing of 125 micron thick polythene film including levelling the fromwork as per drawing), spreading the concrete with shovels rakes compacted. using needle screed and piate vibrators and finshed in continuous operation including provision of construction joints applying curing of concrete slabes for 14 days and water finishing to lines and grade as per drawing and Technical Specification clause 1501 (Rf Mord- 330 cement concrete Pavement)

PCC 1:1.5:3

Local cortge upto 1 km

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