Construction of Raju to Abhilash Patel tak interloking or Nali work ward no 6

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

Providing and laying in position 1:1.5:3 grade reinforced cement concrete excluding the cost of centering shuttering finishing and reinforcement All work upto plinth levelDSR No. 5.1.2

Centring and shuttring in Wall including strutting, propping etc. and removal of form work. DSR No 5.9.2

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

Providing and laying of Rubble moulded Zig-Zag Interlocking concrete block pavements having thickness 80mm as per drawings and Technical specification (Mord ref no 1500) Analysis

Local cortge upto 1 km

Site Cleaning