GRAM NARAYANPUR BANDHA SADAK PWD SADAK SE RAJENDRA BARI KE GHAR TAK CC SADAK NIRMAN KARYA

Earthwork in cutting or in embankment ordinary soil (loam, clay or sand) excavation to be in the form of pit not exceeding 50 cm in depth and earthwork embankment to be in 20 cm layer including the ramming and dressing the surface to required leves slopes and also 1.5 meter lift and 30 mt lift and 30 mtr lead . The earth from cutting to be deposited as spoil bank with in 30 mtr distance as directed by the engineer incharges as per SI No. 253 (including royalty ) with cartaige earth

Excavation in Foundation in ordinary soil including lift upto 1.5 m as per S.I. No.-251

Cement Concrete with 4.0 cm gauge brick ballast fine sand of 1.25 fineness modulus and cement in the proportion 12:6:1 in foundation and under floors including supply of all Materials labour and Tools and plants etc. required for the proper Completion of work. As Per S.I. No.-273

Construction of granual sub-base(GSB) by providing well graded material, spreading in uniform layars 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 Technical specification clause 401.

Providing, laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. inc. spreading in uniform thickness, hand packing,rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm

Class 150 sub class A brick work in 1:4 cement and sand mortar in foundation and plinth including supply of aii matarials , labour and T&P etc required for the proper completion of the work As Per S.I. No.-305

Providing and laying 125 micron polysheet on road top over PCC in respect of all complete

Laying Cement Concrete on Base Road Top with 2.0 cm gauge Stone ballast,coarse sand and cement in the proportion 3:1.5:1 over prepared subgrade including supply of all materials labour and tools and plants etc. required for the proper completion of work S.I.No. 773(2)

Making of Construction Joint

Sign Board/Photography of Site

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