ward 17 aur 9 ke beech me master madan saini se Jyoti finance walo ke ghar tak interlocking tiles punar nirman marammat evam naali nirman karye

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc,disposal of unserviceable material to the dumping ground, for which payment shall be made and stacking of serviceble material within 50 meter lead as per direction of Emgineer-in-charge. DSR NO. 16.83

Construction of embankment with approved material obtained from borrow pits with all ifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 ( earthwork in filling)

cement concrete1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources DSR 2023 4.1.10

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specification Brick masonry in 1:4 cement mortar.

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

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on. prepared Surace, mxing Dy mix in place method with rotavator at OMC. and compacting with smooth wheel roler to achieve the desired density complete as per technical MORD| Specifications 401

Providing and Laying of I shaped grey colour Interlocking Tiles rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strengt not be less than 30 Mpa (M-30) and weight 5kg per no. specification to IS: 15658- 2006 as pe drawings and Technical Specification Clause 1504 relaying tile

Providing and Laying of I shaped grey colour Interlocking Tiles rubber moulded 80mm thick precast cement concrete having plan dimension 200x(160+120mm) with compressive strengt not be less than 30 Mpa (M-30) and weight 5kg per no. specification to IS: 15658- 2006 as pe drawings and Technical Specification Clause 1504 new tile work

Plain cement concrete (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804,805, 806, 807,1202 ans 1204 for Coping.

M.s work in heavy size such as trusses built up gate roof work, channel, gates etc including rivetting or necessary rectangular tubes 76.2x38x3.25 mm including of all work complete

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