Construction of Interlocking road at Gram Pattinath Rai Block Urua tahshil meza me Prathamic School APS Vidya Mandir parisar

Construction of subgrade 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 all lift and leads,spreading,gradding to required slope and copacting to meet requirment of tables 300 land,300.2 as per tech classification 301.5. including lead up to 1000 meter

Earth work in excavation for structures as per drawing and technical specifications clause 305.1 including setting our construction of shoring and bracing removal of stumps and other deleterious material up to a lead for 50m dressing of sides and bottom and back filling in trenches with excavated suitable material. Mord specification 300/11.1

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 1:4 in cement and Fine sand mortar in superstructure partition wall including all required complete for proper completion of work as per S.I. 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)

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

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 camber applying and brooming stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density grade iii as per technical specification clause 405.

Provoiding and laying of Rubber moulded reflective Zig-Zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements having thickness 80 mm as per technical specification clause 1504

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