Gram Jivanpura me Primary school se Shri Madan Pal ke Ghar ki or interlocking karya

Construction of cutting or embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

P.C.C. Nominal mix 1:3:6 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204

Plastering12 mm thick with cement mortar 1:4, on brickwork in substructure as per technical specification Clauses 613.4 & 1204

P.C.C. grade M 20 Nominal mix 1:2:4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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 (WBM-G-III) specification incl spreading in uniform thickness, hand packing , rolling with three wheel 80-100kN static roller in stage to proper grade and camber , applying and brooming , crushable screening to fill \up the interstices of coarse aggregate , watering and compacting tothe required density Grading 3 as per Technical Specification Clause 405.

Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm thick ISI marked I shaped Mechanically Compresed interlocking cement concrete paver blocks smooth high gloss finish skid resistant manufacture from rubber mould through vibro compression machine having plan dimension 200*(160+120mm) with minimum 5mm thick topping. The compresive strength of concrete paver block shall not be less than 30 Mpa and weight 4.50kg per no. Conforming To IS:15658-2006 including cost of Material labour T&P. as per drawings and Technical Specification Clause 1504. (Colour Tile)

S/F sign board i/c all comp. at site.