Sapha Marg se chiraiya Baba ke sthan Tak CC karya

Construction of embankment with approved material obtained from barrow pits with a lift up to 1.5m transporting to site spreading to required slope and compacting to meet requirement of tables 300.1and 300.2 with a lead 1000m as per technical specification clause 301.5

Construction of granular sub-base by providing well graded ,spreading in uniform layers with motor grader on preapared surface, mixing by mix in place method with rotavater at OMC ,and compacting with smooth wheel roller to achieve the desired dencity, complete as per technical specification clause 401. of MORD data book

(WBM.GRADE-3) Providing laying and spreading and compacting stone ballast of specific Sizes to Water bound mecadam speci. Inc. spreading in uniform thickness, hand packing, rolling with theree wheel 8-10 ton static roller in stages 2 proper grade and camber, applying and brooming stone screening / binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical spec. clause 405.3 compacted thickness 75 mm

Construction of plain Cement concrete pavements thickness 15 cm , over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M 30(Grade) coarse sand fine aggregates conforming to IS .383.Maximum size of coarse aggregates not exceeding 25mm. mixed in a concrete not exceeding 25mm. mixed in a concrete mixer of not less than 0.1 cum. capacity and appropriate weight batcher using approved mxi design . laid in approved fixed side formwork & 125 micron thikness polythene film including levelling the formwork as per drawing spreading the concrete with sholvels rackes compated using meedle,screed and plate vibrater and finishing in continuous operation including provision of construction and expension curing of concrete slabs for 14 days curing compound and water finishing to lines and grade as per drawing and Technical specification clause 1501.

Construction of embankment with approved material obtained from barrow pits with a lift up to 1.5m transporting to site spreading to required slope and compacting to meet requirement of tables 300.1and 300.2 with a lead 1000m as per technical specification clause 301.5

S/F of granite Signboard including supply of all materials labour T & P etc.required for proper completion of the work.

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