Construction of Lagesy waste platform in khasra no 371

Excavation in foundation in ordinary soil( Loam,clay or sand) including lift up to 1.5 M,and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the Space between the bulding and the sides of foundation trenches or into the plinth and removal and disposal or surplus earth as directed by the engineer-in charge upto a distance of 30 M from the foundation trenches

Cement Concrete with 4cm gauge approved stone coarse sand and cement in proportion of 8:4:1 including supply of all material labour & T&P etc. required for proper completion of the work.

R.C.C raft foundation work in with cement approved coarse sand and 2Cm gauge approved stone grit in proporation of 1:2:4 in lintels of doors,windows and sunsheds excluding supply of reinforcement and lits bending but i/c its fixing and binding the same with 24 B.W.G.G.I Binding wire and i/c necessary centering and shuttering etc.and supply of all material, labour and T&P etc.requried for proper compaction of work.Binding wire of Supplied by the contractor free of cost.

R.C.C lighter beam having spans upto 6M work in with cement approved coarse sand and 2Cm gauge approved stone grit in proporation of 1:1½:3 in lintels of doors,windows and sunsheds excluding supply of reinforcement and lits bending but i/c its fixing and binding the same with 24 B.W.G.G.I Binding wire and i/c necessary centering and shuttering etc.and supply of all material, labour and T&P etc.requried for proper compaction of work.Binding wire of Supplied by the contractor free of cost.

Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications complete as per MORTH IInd Revision 2019 Specification 1600.

Construction of embankment with approved material obtained from borrow pits with all lifts and 2 km leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Chap 3 Sr. no 3.16)

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 smooth wheel roller 80-100 kN 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 Grading 3 as per Technical Specification Clause 405.

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 3:1.5:1 in pavement as per design thick for c.c. road coarse & fine aggregate confirming to IS standard mixed in concrete mixture/plant of not less then 0.2 cum capacity &appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation pavements for not less then 14 days curring compound (where as specified) and water finishing to lines & grade including supply of all material, labour tools &plants etc. required for proper completion of work and also including complete shifting of material & concrete etc.

Add CGST+SGST @18% of Estimate cost

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