Constructing Concrete Road At Vitthal Nagar In Ward No . 87 ., TOWN HALL AURANGABAD-Maharashtra

Constructing Concrete Road At Vitthal Nagar In Ward No . 87 ., dismantaling of flexible pavments and disposel of dismantled materials up to a lead of 1000 meters stacking serviceble and unservacable materials seprately etc . complete . as per ssr item no . 3 . 10 , exavation for road way in earth soil of all sorts sand , gravel or soft murum including dressing section to the required grade , camber and side slops and conveying theexavated material with all lifts and lead up to a lead of 50 . m and spreading for embankment or stacking etc . as directed ( ssr 2017-2018 item no . 2 . 11 . , conveying materials , obtained from road cutting , including all lifts laying in layers of 20 cm to 30 cm breaking clods , dresing to the required lines , curve , grades and sections watering and compacting to not less than 97% of standerd proctor density for a lead of over 50 m . to 300 m inclusive from the site of excavation to the site of deposition as directed ssr 2017-18 item no . 2 . 26 , providing soling using 80 mm size trap metal in 15 cm layer including filling voids with crushed sand/grit ramming , watering etc complete . ssr 2017-18 i item no . 21 . 40 , providing and laying casting in situ /redy mix cement concret in m-10 of trap /granite /qurtzite gniess /metal for foundition and bedding including balling out water from work laying pumpng compacting roughning them if spacial finish is to be dorivieded finshing if requiar and curing complete coping to bad wall parapet including centering from work compaction and curing etc complete with fully automatic . micri processr based plc with scada with natural vsi quality artificail sand ) ssr 2017-18 item no 24 . 01 , providing and laying in-situ m40 grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is 383 , using fine and coarse aggregates combined gradation as per table 600-3 of morth specification 2013 , mixed in a batching and mixing plant/ non tilting mixer and weigh batcher as per approved mix design , admixtures , transporting to site , spreading , laying with approved make paver , compacted and finished in a continuous operation , finishing to lines and grades as directed by engineer-incharge and curing by curing compound /by providing cement charge vata in cement mortar 1:8 @0 . 6m x 0 . 6m centre to centre , admeasuring 80 mm at bottom and 40 mm at top with depth of 75mm and maintaining the same throughout curing period by any other method approved by engineer-in-charge . with 50 % crush sand 50% river sand and including groove cuttting & fiber 0 . 90 kg/cum ) as per ss itemno . 5 . 09 , providing and fixing heavy futy inter loovking concrete coloured paving blocks of 80 mm thickness of having a strength of 300 kg sq . cm of approved quality and shape on a bed of crushed sand of 25 to 30 mm thick including skriting joints and cleaning etc . complete . ssr 2017-18 item no . 32 . 52 , providing and laying casting in situ /read mix cement codcrete m-15 of trap/ granit /quartzite/ gneiss metal for coping to plinth or paraped , moulded or chemfered as per drawing or as directed including steel plywood/steel form work compacting roughening them if spacial finish is to be proviede finishing unven and hony combed urface and curing stc . complete . the cement mortor 1:3 cement palster conciderd for rendering unven and hony combed surface only newly laid concrete shall be covered by gunny bag plastic , tarpulin etc . ( wooden centering will not be allaowed ) as per ssr itemno . 24 . 16 , providing earth work in embankment with approved materials obatained by excevation from departmental and or other sources incl all lifts and lead upto 50 m laying in layers of 20 cm to 30 cm thickness breaking colds dressing to the required lines cuvers grade and section watering and copacing to 97% of stad proctor density etc . copm . ssr 2017-18 item no . 2 . 27 , add for royalty chargess , laboratory testing of compressive strenth of c . c . cube ( set of 3 cubes ) , laboratory testing of tacking of core samples in cocnret pavement , laboratory testing of basic test of cement standered consistancy finenes specifie gravity setting time ( initial & final ) compressive strenth , soundness . tacking of core samples in cocnret pavement

INR 3000 /-

INR 24993.0 /-

INR 24.99 Lakhs /-