Construction of Inter locking At Gram Arwashi me Highway se Ram Charan hosue

Construction of Embankment with material obtained from borrow pits for local earth construction of embankment with approved material obtained from abailable land and permitted and approved by Engineer in charge and as per technical specification clause 301.3.4.1 with lead up to 1000 m,spreading,gradding to required slope and copacting to meet requirement of tables 300.1 and 300.2 as per tech classification 301.5.

Excavation in foundation in ordinary soil (loam clay or sand ) includig lift upto 1.50 metre and lead upto 30 metre . Including filling watering & ramming of excavated earth into the trenches of into the space between the building & the sides of foundation trenches or into the plinth & removal & disposal of surpluse earth as directed by the Engineer incharge upto a distance of 30 m from the foundation trenches. (Excluding Royality Rs. 30 ) As per S.I. No. 251 Excluding GST

Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI.N0.273

M-150 Brick work in 1:4 cement & fine sand (1.25 F.M.) mortar morter in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. Excluding GST. SI No. 305

Provoiding concrete for plain/reienforced concrete in open foundations as per drawing and technocal specifications clauses 802,803,1202,1203 (11.4(iii) 800 and1200)

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

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 cam

Provoiding and laying of Rubber Moulded Reflective Zig-Zag 80mm thick tiles of precost compressed C.C. Passing miniumum 30mpa compressive strength-ISI Marked concrete block pavements having thickness 80 mm as per technical specification clause 1504

12m thick plaster 1:4 with cement & fine sand mortar.SI NO.597c

RCC work with cement approved coarse sand 2cm gauge approved stone grit in proportion of 1:1.5:3.SI No.284