tender for concrete patchwork of mardhal road, ward no. 79,80,81,82,83,84,85 under zone no. 06, - excavation for roadway in earth, soll of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materlals with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. by mechanical means. morth 301 2.1 morth 309 (ssr no.: 2.11) 2 conveying materials obtalned from road cutting including all lifts, laying in layers of 20cm. to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard proctor density for a lead of 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. morth 305 2.25 3 supplying hard murum/ kankar at the road site, including conveying and stacking complete. morth 305 2.29 - morth 402 (ssr no.: 2.29a) 4 spreading hard murum for side width etc.complete morth 408 2.29 - morth 402(ssr no.: 2.30) 5 construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader / paver on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- by mix in place method and grading i material morth 401 3.03 - morth 309.3.7 (ssr no.: 3.03 ***22-23) 6 providing and laying cast in situ/ready mix cement concrete in m-10 of trap/ granite/ quartzit/ gneiss metal for foundation and bedding including bailing out water, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based plc with scada enabled reversible drum type mixer/concrete batch mix plant (pan mixer) etc. complete. with natural sand/v.s.i. quality artificial sand bde 1 24.01 bd. e. 1 page no. 287 (ssr no.: 24.01) 7 providing and laying in-situ m30 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 admixtures, batcher as per approved mix design, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing toengineer-in-charge lines and grades as directed by and curing by curing compound mortar /by providing cement vata in cement admeasuring 1:8 @0.6m x 0.6m centre to centre, 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 (initial lead of 5.00 km for raw materials up to plant site) spec. no. m.o.r.t.and h 2013. cl-602 p.n.263 morth 602 5.01 - morth 602 (ssr no.: 5.01***) 8 compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. morth 408 2.3 - morth 403 (ssr no.: 2.31)