Construction work of interlocking road from the damar road to inside the village in Gram Sabha Chak Manoha, 515 mtr. Block Pashgwan.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 305.1

Earth work in cutting or in embankment ordinary soil,excavation to be in the regular pits not exceeding 0.5m In depth and earthwork in embankment to be in 20cm.Layers,including ramming and dressing the surface to required levels & slopes & also including 1.5 lift & 30m lead.The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m. Distance as directed by the engineer incharge.as per Technical Specification Clause 301.3.4.1

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration PCC grade M10 Hand mix 1:3:6

Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203

Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstructure as per technical specification clauses 613.4 & 1204

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

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 with 45-63 mm stone ballast as per Technical Specification Clause 405)

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thick as per drawings and Technical Specification Clause 1504.

Providing and laying cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 Nominal mix 1: 2: 4

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