Construction of Rambag Akhada ke samne Nali Patan Anshik Road or Imambada ke samne Nali work

Dismentling of CC/RCC road /Drain

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

Construction of un-reinforced dowel jointed at expansion and construction joint only plain cement concrete pavement 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) coarse and fine aggregates conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mis design laid in approved fixed side fromwork (steel channel laying and fixing of 125 micron thick polythen film wedges, steel plastes including levelling the fromwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plaste vibrator and finished in continuous operation including provision of contraction and expansion construction joints applying debonding strips primer sealant dowel bras near approaches to birdeg/culvert and construction joints admistures as approved curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing andTechnical specification Clause.1501

Local cortge upto 1 km

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